Planning Board Special Meeting Agenda 11-5-2025 PB 110525 AGENDA_.PDF Hearing Documents 11-5-2025 247 FIRE SPRINKLER CORRESPONDENCE DATED OCTOBER 22, 2025.PDF 418-430 WILLIAM STREET_PLANNING REVIEW_10.31.2025.PDF 418-430 WILLIAM -TRASH GENERATION CALCULATION.PDF 430 WILLIAM ARCHITECTURALS PLANNING BOARD REV PER TRC.PDF 430 WILLIAM CIVIL PLANS PB SUBMISSION_2025 REV PER TRC.PDF 430 WILLIAM ENGINEERING REPORT R2_2025-10-23.PDF 430 WILLIAM STREET.PDF 430 WILLIAM SURVEY REV. PER TRC.PDF 2025-10 TRAFFIC IMPACT STUDY, EAST ORANGE, NJ.PDF CORR. TO J. NELSON ENCLOSED APPLICATION FOR PRELIMINARY AND FINAL SITE PLAN 430 WILLIAM STREET.PDF 430 WILLIAM MECHANICAL PARKING SYSTEM PRESENTATION.PDF 1. Documents: 2. Documents:� PB Regular Meeting November 5, 2025 1 44 CITY HALL PLAZA, EAST ORANGE, NJ 07018 REGULAR MEETING NOVEMBER 5, 2025 VIA ZOOM CLICK THE LINK TO JOIN VIRTUALLY: HTTPS://US06WEB.ZOOM.US/J/85344271002?PWD=MBJRPZQLYXHSF1KYMN5S7LLRMD TYY8.1 PASSCODE: 871673 AUDIO ONLY: (929) 931-3860 (646) 715-8592 WEBINAR ID: 853 4427 1002 PASSCODE: 871673 The Chairman Reserves The Right To Revise The Order Of The Agenda As Needed I. CALL TO ORDER A. Reading of the Sunshine Law B. Roll Call C. Determination of a Quorum II. MEMORIALIZATION OF REGULAR MINUTES OF OCTOBER 1, 2025 Commissioners eligible to vote: Negron, Onyeani, Hudson, St. Clair, Gonano. EAST ORANGE PLANNING BOARD TED R. GREEN, MAYOR Mutinda Kivuitu, Chairperson Alycia Cohen, Planning Director FAX: (862) 930-7804 PHONE: (973) 266-5140 Thomas Gonano, Vice-Chairperson Janis Nelson Land Use Administrator� PB Regular Meeting November 5, 2025 2 MEMORIALIZATION OF RESOLUTIONS PBA-08-25-0031 APPLICANT: 89 N. Arlington Urban Renewal, LLC PROPERTY ADDRESS: 89 N. Arlington Ave. (Block 360, Lot 1 ) PRESENTER: Reginald Jenkins, Esq. PROJECT DESCRIPTION: In accordance with Chapter 51, the applicant seeks one (1) year extension for existing preliminary and final site plan approval for resolution PB-751- 20 granted on February 16, 2022. Approved 10/1/26 Commissioners eligible to vote: Hudson, Negron, Onyeani, St. Clair, Gonano PBA-07-25-0025 APPLICANT: East Orange Housing & Community Development PROPERTY ADDRESS: 104 Amherst St. (Block 523, Lot 20) PRESENTER: Marsha M. Moore, Esq. PROJECT DESCRIPTION: In accordance with Chapter 51, the applicant seeks minor subdivision and bulk variance approval to subdivide an existing lot and create two lots and construct a two-family dwelling on each new lot. This site is located in the TR-2 zone where the use is permitted. Approved 10/1/25 Commissioners eligible to vote: Hudson, Negron, Onyeani, St. Clair, Gonano PBA-08-0034 APPLICANT: Miriam A. Penafiel/Jorge Penafiel PROPERTY ADDRESS: 265 N. Walnut Street (Block 351 Lot 11) PRESENTER: Rafael Danon, AIA PROJECT DESCRIPTION: In accordance with Chapter 51, the applicant seeks approval to subdivide the existing lot and construct a new two-family home on the new lot. This site is located in the R-2 zone where the use is permitted. Approved 10/1/25 Commissioners eligible to vote: Hudson, Negron, Onyeani, St. Clair, Gonano. III. CALENDAR OF OLD BUSINESS PBA-02-1-0051 (CARRIED 10/1/25& Adjournment requested) APPLICANT: Rental Shop Development LLC/Darren Gulston PROPERTY ADDRESS: 8-10 Watson Ave. (Block 216, Lot 26) PRESENTER: Marsha M. Moore, Esq. PROJECT DESCRIPTION: In accordance with Chapter 51, the applicant seeks minor site plan and bulk variance approval to construct a four (4) story multifamily dwelling on a current, vacant unimproved lot located in the C-1 zone where the use is permitted Presentation ⢠The Applicant and his/her witnesses ⢠Other Testimony Regarding an Application (Public Comment for/against proposal) ⢠Testimony of Objectors; Cross-Examination of expert witnesses � PB Regular Meeting November 5, 2025 3 IV. CALENDAR OF NEW BUSINESS 1. PBA-07-25-0025 (Certified 10/27/25; Expiration 12/11/25) APPLICANT: William Street Holdings, LLC PROPERTY ADDRESS: 430 William Street. (Block , Lot ) PRESENTER: Elnardo J. Webster, Esq. PROJECT DESCRIPTION: In accordance with Chapter 51, the applicant seeks preliminary and final site plan and bulk relief to construct a 7-story, 115-unit, multifamily building. This site is located in the ACD (Central Arts & Cultural District) where the use is permitted in the zone. Presentation ⢠The Applicant and his/her witnesses ⢠Other Testimony Regarding an Application (Public Comment for/against proposal) ⢠Testimony of Objectors; Cross-Examination of expert witnesses VI. REPORTS OF OFFICERS VII. COMMUNICATIONS AND CORRESPONDENCE The next Planning Board regular meeting is scheduled for Wednesday, December 3, 2025 at 7:00 p.m. via Zoom. VIII. ADJOURNMENT� -X- TRE FRET 24/7 FIRE PROTECTION, INC = 55 HECKEL STREET BELLEVILLE, NJ 07109 Fire Protection Equipment Contractor No. P1281 Letter of Record Cityof East Orange a Department of Policy, Piafingh Development =. ZEA Aft: Planning Board ple , AN 44 City Hall Plaza © Hy 0 ee = East Grange, NJ 070187 A poss ER 3 Fi yo uy ue: 19258 WN) = Pe: Firg Pfotocton Car Stackers \ og tl Project] <foaso Vilas Soot, East fangs) Now do Il Client: Lijestone Builders - Chaim Jakob i X | EST. 2006 This tre to confirm tHEpbBased sprinkle protedlion approach iol Merbutomated parking systems atithe above-referenced = Hi Two potential car stacker systems are él ily diner consraton: the Space Vario GF $1 and tro Toni ario 6200+ The ne sia een fd ro boennate yh len BE h 4 Ifthe Space Vario GP-6-system is selected; sprinklers wilkbe installed und arplatform and a Es nas a local Ar gy sana lanufa se insfallation re i ndat iad Eola il I | co aE rE i ue Ifthe ole noah i wil ot ia! red, bas 1. anu cor dacumppta n/and testing data for this model. rial Sis d at th i evel. 1 ff = 2 lL iil Once te nat e7&im has beencarimad, i she: designe coordina accordingly, and shopidrawings: pilbegiten as part of the permit package. If you have any/questions, pleaseâ feel frae fo contact me iL 28% [GE y/ ge NL HO EXCEPTIONS / 24/7 Fim Projection, INC. NNN i Anc in _ SET 4 © mismo © rene © wmmztliamstacioncon | ©5S Hecke See Balle 3 7108 1 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 To: Commissioners of the City of East Orange Planning Board; Applicant From: Steven Martini, Senior Associate, PP, AICP Date: October 31, 2025 Subject: 418-430 William Street (Block 363, Lots 16, 17, 18, and 19) Application No.: PB-07-25-0029 Planning Review Memo Our office has reviewed the proposed development plan at 418-430 William Street (Tax Block 363, Lots 16, 17, 18 and 19; Applicant: 430 William Holdings, LLC). The subject application consists of preliminary and final major site plan and âCâ variance approval to consolidate the four lots into one lot (Proposed Lot 17.01) and construct a 7-story multi￾family dwelling consists of 115 units. The site is located in the Arts and Culture District (ACD) of the Transit Village District Redevelopment Area (TVD). We offer the following project summary, recommendations, comments and questions regarding the proposed plan: We have reviewed the following documents: ⢠Cover Letter prepared by Elnardo J. Webster, II , Esq. of Connell Foley dated June 18, 2025. ⢠Zoning Determination with a resubmission date of September 17, 2025. ⢠Planning Board Application dated July 7, 2025. ⢠Land Use Application & Site Plan Review Checklist dated January 6, 2025, and associated required documents. ⢠Civil engineering site plans prepared Frank H. Lehr Associates, consisting of eleven (11) sheets, initially dated December 20, 2023 with revisions through October 22, 2025. ⢠Architectural drawings prepared by Brian M. Taylor, AIA of Taylor Architecture & Design initially dated January 10, 2025 with revisions through September 24, 2025. ⢠Proposed parking system presentation ⢠Trash Generation Calculation ⢠Letter of Record prepared by 24/7 Fire Protection, Inc. dated October 22, 2025.� 2 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 ⢠Engineering Report prepared by Richard J. Adelsohn, PE of Frank H. Lehr Associates dated October 2025. Project Site: The project site has a lot area of approximately 30,448 square feet. It consists of four tax lots: Block 363, Lots 16, 17, 18, and 19. It is a corner site with street frontage along William Street to the south and North Clinton Street to the west. The site has a total frontage of approximately 247.99â along William Street and 106â along North Clinton Street. Most recently, each lot was used as the following; ⢠Lot 16 consists of a 1-story commercial building that was formerly used as an automobile repair shop and its associated surface parking. ⢠Lot 17 contains a 2.5-story residential dwelling that is currently vacant and boarded-up. ⢠Similarly, Lot 18 also contains a 2.5-story residential dwelling that is currently vacant and boarded-up. ⢠Lot 19 consists of another abandoned and boarded-up 2.5-story residential dwelling. Neighboring/Surrounding Land Uses: The existing land development pattern consists of a variety of uses. Immediately east of the site, there is a 2.5-story residential dwelling, and slightly further east, there is a 4- story apartment building (75 North Walnut Street). South of the side, along the southern side of William Street, there are two brick apartment buildings (433 William Street â 4 stories and 39 North Burnett Street â 5 stories). Between both of these brick apartment buildings, there is a 3-story residential dwelling. Slightly further south of the site, at the southeastern corner of William Street and North Burnett Street, there is an abandoned 4-story brick apartment building. West of the side, along the opposite site of North Clinton Avenue, there is a 1-story building utilized as the NCHC East Orange Primary Care Center. North of the site, there are residential dwelling fronting along the eastern side of North Clinton Avenue with a typical building height of 2.5 stories. Project Summary: The proposed project involves the construction of a 7-story multi-family dwelling consisting of 115 units (with a bedroom distribution of 7 studio units, 84 one-bedroom � 3 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 units and 24 two-bedroom units). Also, there will be 115 parking spaces provided in total. Vehicular access to the building will be provided along its North Clinton Avenue frontage At the basement level, there will be 80 parking spaces, and of these 80 parking spaces, 54 will function with mechanical stackers. The parking area will be accesses via two-way drive aisle and ramp. There will also be rooms for storage and electrical. There will be elevator and stairwell access to the floors above. The first floor will consist of 35 parking spaces, bicycle storage area, package room, trash room, and utility rooms (sprinkler, electrical, mechanical, and transformer). The second floor will contain 2 studio units, 9 one-bedroom units, and 4 two-bedroom units. There will be a gym, communal room, storage closet, utility room, trash room, and elevator and stairwell access to the floors below. A rooftop outdoor amenity space is accessed via three separate egress points (northern side, western side and communal room). The third through sixth floors will each consist of a studio unit, 15 one-bedroom units, and 4 two￾bedroom units. There will also be utility rooms and elevator and stairwell access to the other floors. Because of the proposed buildingâs âLâ shape configuration, there are several types of unit layouts. Some contain small balconies accessed via sliding doors. Exterior materials proposed will consist of a variety of materials, ironside brick, composite or metal panels, aluminum coping, and a composite band above the first floor. Regarding landscaping, there will be 4 tree planted in total. Three Red Horse chestnut trees will be planted along the William Street frontage and one Sweet Bay Magnolia tree will be planted along the northerly property line. A variety of shrubs will be along the William Street frontage, North Clinton Street frontage, easterly property line and northerly property line. Hellebore perennials will be planted along the northerly property line. Regarding lighting, there will be two types of lighting fixtures installed on the proposed buildingâs exterior. Eleven âAâ walls sconces will be installed at a mounting height of 10 feet with five along the northerly side and another five along the easterly side. Ten âBâ Cooper ENV Entri Round will be installed at mounting height of 10 feet, with four along the North Clinton Street facade and six along the William Street facade. � 4 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Zoning Review: The project site is located in the Arts and Culture District (ACD) of the Transit Village District (TVD) Redevelopment Plan. âMulti-family dwellingsâ is a permitted use in the ACD District. Relief Requested: The applicant is requesting the following relief for the proposes application (which are also highlighted in bold in Table 1): 1. Minimum rear yard setback: 10â is the minimum required, whereas 1.05â is proposed 2. Maximum building coverage: 60% is the maximum permitted, whereas 73.8% is proposed 3. Minimum off-street parking spaces (RSIS): 212 spaces are required (1.8 spaces per one-bedroom unit or studio unit and 2 spaces per two-bedroom unit), whereas 115 spaces are provided, and with the inclusion of a 10% EV credit (12 spaces), 127 spaces are provided. 4. De minimus exception a. Minimum parking space dimensions (stacker spaces): 8.5â width by 18â depth are the minimum dimensions required, whereas the stacker spaces propose dimensions of 7.5â width by 28â depth b. Minimum drive aisle: 24â is the minimum required, whereas 19.4â is proposed� 5 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Table 1: 418-430 William Street â Zoning Requirements Standard Required (ACD) Existing Proposed Variance Minimum lot area* N/A 40,438 square feet 40,438 square feet No Minimum lot width* N/A 247.99â (William Street) 106â (North Clinton Street) 247.99â (William Street) 106â (North Clinton Street) No Minimum front yard setback 15â or Prevailing N/A 10â (William Street) 15â (North Clinton Street) Yes (North Clinton Street) Minimum rear yard setback 10â N/A 1.05â 10â Yes Minimum side yard setback 10â N/A N/A No Maximum building coverage 60% N/A 73.8% Yes Maximum lot coverage 80% N/A 76.4% No Maximum building height (feet/stories) 15 stories N/A 74.51â/ 7 stories No Minimum parking spaces TVD: 1 space per dwelling unit = 115 spaces N/A 115 spaces (+12 EV credit = 127 spaces) No (TVD)� 6 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Minimum parking spaces (cont.) RSIS: 1.8 spaces per one-bedroom/studio unit x 91 units = 164 spaces 2 spaces per two￾bedroom unit x 24 units = 48 units Total: 212 units N/A 115 spaces (+12 EV credit = 127 spaces) Yes (RSIS) *Under Section 5.3, Bulk Standards of the ACD (pg. 25 of the TVD Redevelopment Plan), it is noted that â[f]or multi-family dwellings, commercial uses, or mixed uses, there is no minimum lot size or width, however, assemblage is encouraged.â Standards for Granting Relief C Variances The Municipal Land Use Law (MLUL) at N.J.S.A. 40:55D-70c sets forth the standards for variances from the bulk regulations of a zoning ordinance. A c(1) variance is for cases of hardship due to a) exceptional narrowness, shallowness or shape of a specific property, or b) by reason of exceptional topographic conditions or physical features uniquely affecting a specific piece of property or c) by reason of an extraordinary and exceptional situation uniquely affecting a specific piece of property or the structures lawfully existing thereon. A c(2) variance may be granted where the purposes of the Municipal Land Use Law would be advanced by deviation from the zoning ordinance requirements, that the variance can be granted without substantial detriment to the public good, that the benefits of the deviation would substantially outweigh any detriment and that the variance will not substantially impair the intent an purpose of the zone plan and zoning ordinance. The benefits identified in granting a c(2) variance must include benefits to the community as a whole, not only the applicant of the property owner. A c-variance applicant must address the ânegative criteria,â and affirmatively demonstrate that the variance can be granted âwithout substantial detriment to the public goodâ and âwithout substantial impairment to the intent and purpose of the zone plan and zoning ordinanceâ. � 7 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Planning Comments: We offer the following considerations regarding the project: 1. The proposed âmulti-family residential dwellingsâ is a permitted use in the ACD District of the TVD Redevelopment Plan. 2. As stated in Section 51-5 of the Cityâs Land Use Ordinance, the following definitions are noted for reference: a. Side yard: A yard between the building and the side lot line extending from the front yard to the rear yard, the width of which yard is the minimum horizontal distance between the side lot line and the adjacent side of the main building or any projection thereof, other than roofless steps, except as otherwise provided in this chapter b. Rear yard: A yard extending across the rear of a lot, the depth of which yard is the minimum horizontal distance between the rear lot line and the rear of the main building or any projection thereof, other than roofless steps, except as otherwise provided in this chapter. On both corner lots and interior lots, the rear yard shall in all cases be at the opposite end of the lot from the front yard for which the property is addressed. Based on the above definition of âRear yardâ, both yards opposite the two front yards shall be considered rear yards. Since the minimum yard requirement of rear yards and side yards is the same in the ACD (10â for both), a variance is still required despite the yard classification. 3. The Applicant shall provide testimony regarding safety, parking and vehicular/pedestrian circulation onsite. 4. The applicant shall provide testimony regarding the operations of the stacker parking arrangement. 5. On Sheet A1.101 of the architectural drawings, there is a 723 square foot spaced that is identified as an âamenityâ. The applicant shall confirm how this amenity space will be used (e.g., lounge, lobby, etc.). 6. The architectural drawings show floor plans for the basement level and floors 1 through 6. There does not appear to be a floor plan for the 7th floor within the � 8 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 drawing set. Is the 7th floor plan the same as the typical floor plan for floors 3 through 6 as shown on Sheet A1.103? 7. The applicant shall confirm is there is any intention to utilize the rooftop (above the 7th floor) for residential tenant access. 8. The applicant shall confirm if there will be trash rooms provided on floors 3 through 7. Floor 2 indicates that a trash room will be provided, however on the typical floor plan, this room at the same location is identified as a utility room. 9. The applicant shall discuss the usage and functions of the communal room (e.g., office/co-working, multi-purpose, lounge, game/TV room, etc.). 10. The applicant shall confirm if landscaping is proposed on the second floor rooftop amenity area. If so, the applicant shall provide these details and planting plan for the rooftop amenity area. 11. The applicant shall confirm the number of bicycle parking spaces / storage capacity to be provided. 12. The applicant shall confirm that the office area shown on 1B â Type B on Sheet A7.700 cannot be converted into an additional bedroom. 13. The applicant shall discuss how the proposed 7-story multi-family dwelling will fit into the existing surrounding land development pattern. 14. The applicant shall confirm that the proposed lighting will not spill over onto any adjacent properties. Further, the applicant shall demonstrate compliance with any lighting requirement. 15. The applicant shall demonstrate compliance with glazing requirements as per Section 51-87.B, of the Cityâs Zoning Ordinance. These calculations do not appear to be provided on the site plans/architectural drawings. 16. On Sheet C-1 of the civil engineering site plans, it is noted that the proposed building coverage is 73.8% and the proposed lot coverage is 76.4%. However, on the cover sheet of the architectural drawings, it is indicated that the proposed � 9 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 building coverage is 73% and the proposed lot coverage is 73%. The applicant shall correct and rectify these discrepancies. Conclusion The above comments are based on the review of the materials submitted to date. Nishuane Group reserves the right to provide new or updated comments as additional information becomes available. This Report should be cross-referenced with the Board Engineerâs Review Memo.� 10 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Map 1: Aerial Map of project site at 418-430 William Street (Source: Google Maps). William Street North Clinton Street North Burnett Street North Walnut Street� 11 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Map 2: Portion of the City of East Orange Zoning Map depicting the project site (shown in red) in the Arts and Culture District (ACD) of the Transit Village District (Source: 2017 City of East Orange Zoning Map).� 12 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Photo 1: View of Lot 16 of the project site from its William Street frontage looking northeast. There is a 1-story commercial building on the site, most recently used as an automobile repair shop� 13 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Photo 2: View of existing Lots 17, 18 and 19 of the site looking northwest. Each of the buildings were 2.5-story residential dwellings that are currently vacant and boarded-up.� 14 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Photo 3: West of the site, at the corner of William Street to the south and North Walnut Street to the west, there is a 4-story brick apartment building (75 North Walnut Street).� 15 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Photo 4: South of the site at the corner of William Street to the north and North Burnett Street to the east, there is a 5-story brick apartment building.� 16 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Photo 5: South of the site, at the corner lot of William Street to the north and North Burnett Street to the east, there is a 4-story brick apartment building.� 17 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Photo 6: Immediately south of the site, along the southern side of William Street, there is a 4-story brick apartment building.� Taylor Architecture and Design 95 Watchung Avenue North Plainfield, New Jersey 07060 908.226.5515 www.taylorarchdeisgn.com Wednesday, January 15, 2025 Subject: Trash Generation Calculation Location: East Orange, New Jersey. 15-Jan-25 Project Name: 418-430 William St. Project No. 2253 East Orange, New Jersey. 418-430 William St. Trash Generation Calculations for: NEW APARTMENT BUILDING Updated:� 1 Bedroom/Studio Units 91 Units 91 Units x 1.1 Average Occupancy = 100.1 Occupants 2 Bedroom Units 24 Units 24 Units x 2.3 Average Occupancy = 55.2 Occupants 3 Bedroom Units 0 Units 0 Units x 3.4 Average Occupancy = 0 Occupants Total Occupancy = 155.3 Occupants Assume 21 lbs. / Person / Week 21 Lbs. x 155.3 Occupants = 3261.3 Lbs. / Week Square feet of Commercial: = 0 Sqft. Employees per Sqft. of Commercial: = 500 Employees / Sqft. Number of Employees = 0 Employees Lbs. per Employee / Day = 10.53 Lbs. Trash Per Day = 0 Lbs. / Day Trash Per Week = 0 Lbs. / Week Total Trash Per Week: = 3261.3 Lbs. / Week Subject: Trash Generation Calculation Residential Trash Generation Calculations Commercial Trash Generation Calculations Project Name: 418-430 William St. Project No. 2253 Location: East Orange, New Jersey. 15-Jan-25� Residential Trash = 3261.3 Lbs. / Week Commercial Trash = 0 Lbs. / Week Total Trash = 3261.3 Lbs. / Week Assumed Trash Volume = 175 Lbs. / Cubic Yards (CY.) 3261.3 Lbs. / 175 Lbs. / CY. = 18.636 CY. Trash Compaction Ratio = 25% Compacted Trash Volume = 4.659 CY. Container Size = 2 CY. Number of Containers Required = 3 Container Number of Containers Provided = 2 Trash Per Pick Up = 6 CY. Trash Pick Ups Per Week = 2 Pick Up Trash Pick Up Calculations A total of two (2) two-yard containers are proposed for this development. Of the two, one will be dedicated for trash and one for recycling. Cardboard will be stacked and bundled for pick up Project Name: 418-430 William St. Project No. 2253 Location: East Orange, New Jersey. 15-Jan-25 Subject: Trash Generation Calculation� 95 WATCHUNG AVENUE NORTH PLAINFIELD, NEW JERSEY 07060 908.226.5515 WWW.TAYLORARCHDESIGN.COM PROJECT TEAM BRIAN M. TAYLOR, AIA NJ REG. AI 15286 THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THIS PROJECT. THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOU THE EXPRESSED APPROVAL AND PARTICIPATION OF TAYLOR ARCHITECTURE & DESIGN. REPRODUCTION IS PROHIBITED. COPYRIGHT 2022 THIS DRAWING IS INCOMPLETE UNLESS USED WITH ALL OTHER CONTRACT DOCUMENTS ISSUED FOR: DATE DRAWN BY PROJECT NO. CHECKED BY SHEET TITLE DRAWING NUMBER PLANNING BOARD BMT CIVIL ENGINEERING STRUCTURAL ENGINEERING MEP ENGINEERING NOT FOR CONSTRUCTIO N APARTMENT BUILDING 430 William St, East Orange, NJ 07017 IT 09/24/25 2253 COVER SHEET G0.000 FRANK H. LEHR ASSOCIATES 101 South Harrison Street East Orange, New Jersey 07018 (973) 673-2520 DRAWING INDEX - PLANNING BOARD # NAME GENERAL G0.000 COVER SHEET ARCHITECTURE A1.100 BASEMENT FLOOR PLAN A1.101 FIRST FLOOR PLAN A1.102 SECOND FLOOR PLAN A1.103 TYP. FLOOR PLAN A2.200 ELEVATIONS A7.700 ENLARGED UNIT PLANS A7.701 ENLARGED UNIT PLANS A8.800 PERSPECTIVE A8.801 DIAGRAMS APARTMENT BUILDING 430 William St, East Orange, NJ 07017 ACD ARTS AND CULTURAL DISTRICT ZONING DATA USE GROUP R-2 MULTI-FAMILY RESIDENTIAL CONST. TYPE 1A / 5A BLDG. CODE NEW JERSEY UNIFORM CONST. CODE 2021 INTERNATIONAL BUILDING CODE CODE DATA PROJECT INFORMATION MIN. IMPROVABLE AREA N/A N/A DIAMETER OF CIRCLE N/A N/A REAR YARD 10 FEET 10 FEET SIDE YARD 10 FEET 0 FEET FRONT YARD 15 FEET 10 FEET LOT DEPTH N/A N/A LOT AREA N/A 30.438 SQ. FT MIN.REQUIRED PROPOSED SCHEDULE OF BULK REQUIREMENTS HEIGHT N/A N/A STORIES 15 7 DENSITY N/A N/A F.A.R. N/A N/A BUILDING COVERAGE 60% 73% LOT COVERAGE 80% 73% MAX. PERM. PROPOSED * VARIANCE REQUIRED * NO. DESCRIPTION DATE 1 PLANNING BOARD 01/10/25 2 TRC 09/24/25 2 PBA -07-25-0029 2� UP DBL STACKER UP DBL STACKER DBL STACKER DBL STACKER DBL STACKER DBL STACKER DBL STACKER DBL STACKER DBL STACKER DBL STACKER DBL STACKER DBL STACKER DBL STACKER DBL STACKER DBL STACKER DBL STACKER DBL STACKER DBL STACKER DBL STACKER DBL STACKER DBL STACKER DBL STACKER DBL STACKER DBL STACKER DBL STACKER DBL STACKER STACKER DBL UP GENERAL NOTES 1. SECURITY CAMERAS WILL BE PROVIDED AT EACH ENTRANCE AND IN EACH STAIRWELL. 2. APPLICANT WILL PROVIDE SECURITY CAMERAS AT EACH ENTRANCE AND IN THE STAIRWELLS OF THE STRUCTURE. 3. INSTALLATION OF A CAMERA SYSTEM WITH ACCESS TO THE POLICE. PROVIDE SIGNAGE INDICATING THAT BUILDING IS UNDER SURVEILLANCE. 4. MAIN ENTRANCE DOORS FOR VISITORS SHOULD BE ACCESS CONTROLLED WITH REMOTE CONTROL FROM APARTMENTS. ALL ENTRANCES SHOULD HAVE ACCESS CONTROL FOR RESIDENTS AND FIRE/POLICE PERSONNEL. 5. RECORDED CCTV SHOULD BE PROVIDED IN PUBLIC AREAS, ENTRANCES, EXITS AND EXTERIOR, INCLUDING THE PARKING AREAS. 6. INSTALLATION OF A CAMERA SYSTEM WITH ACCESS TO THE POLICE. 7. PROVIDE SIGNAGE INDICATING THAT BUILDING IS UNDER SURVEILLANCE. 8. PROVIDE LIGHTING AND A CAMERA SYSTEM THAT CAPTURES VIDEO SURVEILLANCE OF THE BUILDING AT FRONT, BACK, INTERIOR CORRIDORS, AND STAIRS. 9. POLICE TO HAVE ACCESS TO CAMERAS IN CASE OF AN EMERGENCY. POLICE TO HAVE PHYSICAL ACCESS TO THE BUILDING FROM BOTH THE FRONT AND REAR. 10. SIGNAGE INDICATING THAT THE PROPERTY IS UNDER 24 HOUR SURVEILLANCE. SURVEILLANCE NOTES 1. SATELLITE TELEVISION HOOK-UPS WILL BE PROVIDED ON THE ROOF OF THE STRUCTURE WITH PROPER SCREENING. 2. NO SATELLITE DISHES TO BE INSTALLED IN THE BUILDING. SATELLITE NOTES 1. PROVIDE EITHER KEYPAD OR KEY FOB TO ENTER - DOOR ACCESSED TO THE POLICE. 2. RESIDENTS SHALL ACCESS ALL BUILDING, RESIDENTIAL UNIT, AND AMENITY SPACE ENTRANCES WITH A KEY FOB SYSTEM 3. PROVIDE EITHER KEYPAD OR KEY FOB TO ENTER - DOOR ACCESSED TO THE POLICE. 4. KNOX RAPID ENTRY SYSTEM SHALL BE INSTALLED AND LOCATED AT THE APARTMENT ENTRANCE. THE INSTALLATION WILL BE COORDINATED WITH THE FIRE DEPARTMENT PRIOR TO INSTALLATION. ENTRY/KEY FOB NOTES LEGEND - PROGRAM/USE CIRCULATION ELEC. PARKING STORAGE 23041 SF PARKING 05 06 358 SF STORAGE 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 55 56 57 58 59 60 61 62 80 79 78 77 76 75 74 73 72 71 70 69 68 67 66 65 64 63 39 40 41 42 43 44 45 46 47 48 49 50 51 52 03 04 01 02 37 38 24' - 0" 31 32 33 34 137 SF ELEC. FRONT SETBACK FRONT SETBACK SIDE SETBACK REAR SETBACK SIDE SETBACK R EA R S E T BAC K 35 36 53 54 95 WATCHUNG AVENUE NORTH PLAINFIELD, NEW JERSEY 07060 908.226.5515 WWW.TAYLORARCHDESIGN.COM PROJECT TEAM BRIAN M. TAYLOR, AIA NJ REG. AI 15286 THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THIS PROJECT. THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOU THE EXPRESSED APPROVAL AND PARTICIPATION OF TAYLOR ARCHITECTURE & DESIGN. REPRODUCTION IS PROHIBITED. COPYRIGHT 2022 THIS DRAWING IS INCOMPLETE UNLESS USED WITH ALL OTHER CONTRACT DOCUMENTS ISSUED FOR: DATE DRAWN BY PROJECT NO. CHECKED BY SHEET TITLE DRAWING NUMBER PLANNING BOARD BMT CIVIL ENGINEERING STRUCTURAL ENGINEERING MEP ENGINEERING NOT FOR CONSTRUCTIO N APARTMENT BUILDING 430 William St, East Orange, NJ 07017 IT 09/24/25 2253 BASEMENT FLOOR PLAN A1.100 FRANK H. LEHR ASSOCIATES 101 South Harrison Street East Orange, New Jersey 07018 (973) 673-2520 GROSS BUILDING AREA CALCULATION PROGRAM/USE AREA BASEMENT CIRCULATION 499 SF ELEC. 137 SF PARKING 23041 SF STORAGE 358 SF 24035 SF 1ST FLOOR AMENITY 723 SF BIKE STO. 146 SF CIRCULATION 672 SF ELEC. 551 SF MECH. 362 SF PACKG. 138 SF PARKING 17322 SF SPRINKLER 453 SF STORAGE 208 SF TRANSFORMER 462 SF TRASH 194 SF 21230 SF SCALE: 3/32" = 1'-0" 1 BASEMENT GROSS BUILDING AREA CALCULATION PROGRAM/USE AREA 2ND FLOOR 1 BEDROOM 5513 SF 2 BEDROOM 3597 SF AMENITY 3877 SF CIRCULATION 2674 SF COMMUNNAL ROOM 2150 SF GYM 1544 SF STUDIO 1043 SF UTILITY 155 SF 20553 SF 3RD FLOOR 1 BEDROOM 9896 SF 2 BEDROOM 3593 SF CIRCULATION 2579 SF STUDIO 567 SF UTILITY 155 SF 16790 SF 4TH FLOOR 1 BEDROOM 9895 SF 2 BEDROOM 3593 SF CIRCULATION 2579 SF STUDIO 567 SF UTILITY 155 SF 16790 SF 5TH FLOOR 1 BEDROOM 9898 SF 2 BEDROOM 3593 SF CIRCULATION 2579 SF STUDIO 567 SF UTILITY 155 SF 16793 SF 6TH FLOOR 1 BEDROOM 9898 SF 2 BEDROOM 3593 SF CIRCULATION 2579 SF STUDIO 567 SF UTILITY 155 SF 16793 SF 7TH FLOOR 1 BEDROOM 9898 SF 2 BEDROOM 3593 SF CIRCULATION 2579 SF STUDIO 567 SF UTILITY 155 SF 16793 SF BUILDING GROSS AREA 149775 SF NO. DESCRIPTION DATE 1 PLANNING BOARD 01/10/25 PARKING REQUIRED STUDIO 1 BEDROOM 2 BEDROOM TOTAL REQUIRED 115 07 84 24 NAME COUNT/AREA COEFF. Q. PARKING PROVIDED TYPE COUNT BASEMENT <varies> 26 26 1ST FLOOR <varies> 35 35 PARKING PROVIDED TOTAL 61 MECHANICAL PARKING 54 TOTAL PROVIDED 115 07 84 24 1 1 1� DN GENERAL NOTES 1. SECURITY CAMERAS WILL BE PROVIDED AT EACH ENTRANCE AND IN EACH STAIRWELL. 2. APPLICANT WILL PROVIDE SECURITY CAMERAS AT EACH ENTRANCE AND IN THE STAIRWELLS OF THE STRUCTURE. 3. INSTALLATION OF A CAMERA SYSTEM WITH ACCESS TO THE POLICE. PROVIDE SIGNAGE INDICATING THAT BUILDING IS UNDER SURVEILLANCE. 4. MAIN ENTRANCE DOORS FOR VISITORS SHOULD BE ACCESS CONTROLLED WITH REMOTE CONTROL FROM APARTMENTS. ALL ENTRANCES SHOULD HAVE ACCESS CONTROL FOR RESIDENTS AND FIRE/POLICE PERSONNEL. 5. RECORDED CCTV SHOULD BE PROVIDED IN PUBLIC AREAS, ENTRANCES, EXITS AND EXTERIOR, INCLUDING THE PARKING AREAS. 6. INSTALLATION OF A CAMERA SYSTEM WITH ACCESS TO THE POLICE. 7. PROVIDE SIGNAGE INDICATING THAT BUILDING IS UNDER SURVEILLANCE. 8. PROVIDE LIGHTING AND A CAMERA SYSTEM THAT CAPTURES VIDEO SURVEILLANCE OF THE BUILDING AT FRONT, BACK, INTERIOR CORRIDORS, AND STAIRS. 9. POLICE TO HAVE ACCESS TO CAMERAS IN CASE OF AN EMERGENCY. POLICE TO HAVE PHYSICAL ACCESS TO THE BUILDING FROM BOTH THE FRONT AND REAR. 10. SIGNAGE INDICATING THAT THE PROPERTY IS UNDER 24 HOUR SURVEILLANCE. SURVEILLANCE NOTES 1. SATELLITE TELEVISION HOOK-UPS WILL BE PROVIDED ON THE ROOF OF THE STRUCTURE WITH PROPER SCREENING. 2. NO SATELLITE DISHES TO BE INSTALLED IN THE BUILDING. SATELLITE NOTES 1. PROVIDE EITHER KEYPAD OR KEY FOB TO ENTER - DOOR ACCESSED TO THE POLICE. 2. RESIDENTS SHALL ACCESS ALL BUILDING, RESIDENTIAL UNIT, AND AMENITY SPACE ENTRANCES WITH A KEY FOB SYSTEM 3. PROVIDE EITHER KEYPAD OR KEY FOB TO ENTER - DOOR ACCESSED TO THE POLICE. 4. KNOX RAPID ENTRY SYSTEM SHALL BE INSTALLED AND LOCATED AT THE APARTMENT ENTRANCE. THE INSTALLATION WILL BE COORDINATED WITH THE FIRE DEPARTMENT PRIOR TO INSTALLATION. ENTRY/KEY FOB NOTES LEGEND - PROGRAM/USE AMENITY BIKE STO. CIRCULATION ELEC. MECH. PACKG. PARKING SPRINKLER STORAGE TRANSFORMER TRASH FRONT SETBACK FRONT SETBACK SIDE SETBACK REAR SETBACK SIDE SETBACK R EA R S E T BAC K NORTH CLINTON STREET WILLIAM STREET 24' - 0" 24' - 0" 462 SF TRANSFORMER 194 SF TRASH 138 SF PACKG. 723 SF AMENITY 17322 SF PARKING 551 SF ELEC. 208 SF STORAGE 146 SF BIKE STO. 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 100 101 102 104 103 81 82 113 112 111 110 109 108 107 106 105 115 114 99 362 SF MECH. 453 SF SPRINKLER S 14° 17'00" E 101.30' S 58° 23'00" E 50.01' S 33° 01'00" W 136.22' N 56° 59'00" W 247.99' N 56 ° 43'07" E 1 06.00' S 54° 22'00" E 75.23' N 38° 47'0 0" E 50.7 5' BASEMENT LINE BASEMENT LINE BASEMENT LINE BASEMENT LINE BASEMENT LINE BASEMENT LINE BASEMENT LINE 15' - 0" 11' - 0 1/2" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 15' - 0" LOADING ZONE 704 SQ. FT. 21' - 11" 27' - 5" 95 WATCHUNG AVENUE NORTH PLAINFIELD, NEW JERSEY 07060 908.226.5515 WWW.TAYLORARCHDESIGN.COM PROJECT TEAM BRIAN M. TAYLOR, AIA NJ REG. AI 15286 THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THIS PROJECT. THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOU THE EXPRESSED APPROVAL AND PARTICIPATION OF TAYLOR ARCHITECTURE & DESIGN. REPRODUCTION IS PROHIBITED. COPYRIGHT 2022 THIS DRAWING IS INCOMPLETE UNLESS USED WITH ALL OTHER CONTRACT DOCUMENTS ISSUED FOR: DATE DRAWN BY PROJECT NO. CHECKED BY SHEET TITLE DRAWING NUMBER PLANNING BOARD BMT CIVIL ENGINEERING STRUCTURAL ENGINEERING MEP ENGINEERING NOT FOR CONSTRUCTIO N APARTMENT BUILDING 430 William St, East Orange, NJ 07017 IT 09/24/25 2253 FIRST FLOOR PLAN A1.101 FRANK H. LEHR ASSOCIATES 101 South Harrison Street East Orange, New Jersey 07018 (973) 673-2520 GROSS BUILDING AREA CALCULATION PROGRAM/USE AREA BASEMENT CIRCULATION 499 SF ELEC. 137 SF PARKING 23041 SF STORAGE 358 SF 24035 SF 1ST FLOOR AMENITY 723 SF BIKE STO. 146 SF CIRCULATION 672 SF ELEC. 551 SF MECH. 362 SF PACKG. 138 SF PARKING 17322 SF SPRINKLER 453 SF STORAGE 208 SF TRANSFORMER 462 SF TRASH 194 SF 21230 SF SCALE: 3/32" = 1'-0" 1 1ST FLOOR PLAN PARKING PROVIDED TYPE COUNT BASEMENT <varies> 26 26 1ST FLOOR <varies> 35 35 PARKING PROVIDED TOTAL 61 GROSS BUILDING AREA CALCULATION PROGRAM/USE AREA 2ND FLOOR 1 BEDROOM 5513 SF 2 BEDROOM 3597 SF AMENITY 3877 SF CIRCULATION 2674 SF COMMUNNAL ROOM 2150 SF GYM 1544 SF STUDIO 1043 SF UTILITY 155 SF 20553 SF 3RD FLOOR 1 BEDROOM 9896 SF 2 BEDROOM 3593 SF CIRCULATION 2579 SF STUDIO 567 SF UTILITY 155 SF 16790 SF 4TH FLOOR 1 BEDROOM 9895 SF 2 BEDROOM 3593 SF CIRCULATION 2579 SF STUDIO 567 SF UTILITY 155 SF 16790 SF 5TH FLOOR 1 BEDROOM 9898 SF 2 BEDROOM 3593 SF CIRCULATION 2579 SF STUDIO 567 SF UTILITY 155 SF 16793 SF 6TH FLOOR 1 BEDROOM 9898 SF 2 BEDROOM 3593 SF CIRCULATION 2579 SF STUDIO 567 SF UTILITY 155 SF 16793 SF 7TH FLOOR 1 BEDROOM 9898 SF 2 BEDROOM 3593 SF CIRCULATION 2579 SF STUDIO 567 SF UTILITY 155 SF 16793 SF BUILDING GROSS AREA 149775 SF NO. DESCRIPTION DATE 1 PLANNING BOARD 01/10/25 2 TRC 09/24/25 PARKING REQUIRED STUDIO 1 BEDROOM 2 BEDROOM TOTAL REQUIRED 115 07 84 24 NAME COUNT/AREA COEFF. Q. MECHANICAL PARKING 54 TOTAL PROVIDED 115 2 07 84 24 1 1 1 2� DWELLING UNIT MIX DWELLING UNIT PER LEVEL QTY. 2ND FLOOR STUDIO 2 1 BED. 9 2 BED. 4 15 3RD FLOOR STUDIO 1 1 BED. 15 2 BED. 4 20 4TH FLOOR STUDIO 1 1 BED. 15 2 BED. 4 20 5TH FLOOR STUDIO 1 1 BED. 15 2 BED. 4 20 6TH FLOOR STUDIO 1 1 BED. 15 2 BED. 4 20 7TH FLOOR STUDIO 1 1 BED. 15 2 BED. 4 20 TOTAL 115 UP UP GENERAL NOTES 1. PROVIDE TREATMENT TO ALL WINDOWS FOR RESIDENTIAL UNITS. INCLUDE A REQUIREMENT THAT THE WINDOW TREATMENTS MAY NOT BE REMOVED OR MODIFY BY TENANTS. 2. ANY MECHANIC VENTING SHALL BE THOUGHT THE ROOF. WINDOW NOTES 476 SF STUDIO 862 SF 2 BEDROOM 843 SF 2 BEDROOM 647 SF 1 BEDROOM 647 SF 1 BEDROOM 915 SF 2 BEDROOM 659 SF 1 BEDROOM 623 SF 1 BEDROOM 623 SF 1 BEDROOM 450 SF 1 BEDROOM 620 SF 1 BEDROOM 620 SF 1 BEDROOM 2674 SF CIRCULATION 3877 SF AMENITY ROOF 68 SF STORAGE 30 SF UTI. 57 SF TRASH 567 SF STUDIO LEGEND - PROGRAM/USE 1 BEDROOM 2 BEDROOM AMENITY CIRCULATION COMMUNNAL ROOM GYM STUDIO UTILITY 976 SF 2 BEDROOM 623 SF 1 BEDROOM 1544 SF GYM 2150 SF COMMUNNAL ROOM 95 WATCHUNG AVENUE NORTH PLAINFIELD, NEW JERSEY 07060 908.226.5515 WWW.TAYLORARCHDESIGN.COM PROJECT TEAM BRIAN M. TAYLOR, AIA NJ REG. AI 15286 THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THIS PROJECT. THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOU THE EXPRESSED APPROVAL AND PARTICIPATION OF TAYLOR ARCHITECTURE & DESIGN. REPRODUCTION IS PROHIBITED. COPYRIGHT 2022 THIS DRAWING IS INCOMPLETE UNLESS USED WITH ALL OTHER CONTRACT DOCUMENTS ISSUED FOR: DATE DRAWN BY PROJECT NO. CHECKED BY SHEET TITLE DRAWING NUMBER PLANNING BOARD BMT CIVIL ENGINEERING STRUCTURAL ENGINEERING MEP ENGINEERING NOT FOR CONSTRUCTIO N APARTMENT BUILDING 430 William St, East Orange, NJ 07017 IT 09/24/25 2253 SECOND FLOOR PLAN A1.102 FRANK H. LEHR ASSOCIATES 101 South Harrison Street East Orange, New Jersey 07018 (973) 673-2520 SCALE: 3/32" = 1'-0" 1 2ND FLOOR PLAN GROSS BUILDING AREA CALCULATION PROGRAM/USE AREA BASEMENT CIRCULATION 499 SF ELEC. 137 SF PARKING 23041 SF STORAGE 358 SF 24035 SF 1ST FLOOR AMENITY 723 SF BIKE STO. 146 SF CIRCULATION 672 SF ELEC. 551 SF MECH. 362 SF PACKG. 138 SF PARKING 17322 SF SPRINKLER 453 SF STORAGE 208 SF TRANSFORMER 462 SF TRASH 194 SF 21230 SF GROSS BUILDING AREA CALCULATION PROGRAM/USE AREA 2ND FLOOR 1 BEDROOM 5513 SF 2 BEDROOM 3597 SF AMENITY 3877 SF CIRCULATION 2674 SF COMMUNNAL ROOM 2150 SF GYM 1544 SF STUDIO 1043 SF UTILITY 155 SF 20553 SF 3RD FLOOR 1 BEDROOM 9896 SF 2 BEDROOM 3593 SF CIRCULATION 2579 SF STUDIO 567 SF UTILITY 155 SF 16790 SF 4TH FLOOR 1 BEDROOM 9895 SF 2 BEDROOM 3593 SF CIRCULATION 2579 SF STUDIO 567 SF UTILITY 155 SF 16790 SF 5TH FLOOR 1 BEDROOM 9898 SF 2 BEDROOM 3593 SF CIRCULATION 2579 SF STUDIO 567 SF UTILITY 155 SF 16793 SF 6TH FLOOR 1 BEDROOM 9898 SF 2 BEDROOM 3593 SF CIRCULATION 2579 SF STUDIO 567 SF UTILITY 155 SF 16793 SF 7TH FLOOR 1 BEDROOM 9898 SF 2 BEDROOM 3593 SF CIRCULATION 2579 SF STUDIO 567 SF UTILITY 155 SF 16793 SF BUILDING GROSS AREA 149775 SF NO. DESCRIPTION DATE 1 PLANNING BOARD 01/10/25 2 TRC 09/24/25 MIN. UNIT SIZES STUDIO 450 SF. ONE-BEDROOM 600 SF. TWO-BEDROOM 750 SF. BEDROOM SIZE: 110SQ.FT (10-0" X 11-0") 2� DWELLING UNIT MIX DWELLING UNIT PER LEVEL QTY. 2ND FLOOR STUDIO 2 1 BED. 9 2 BED. 4 15 3RD FLOOR STUDIO 1 1 BED. 15 2 BED. 4 20 4TH FLOOR STUDIO 1 1 BED. 15 2 BED. 4 20 5TH FLOOR STUDIO 1 1 BED. 15 2 BED. 4 20 6TH FLOOR STUDIO 1 1 BED. 15 2 BED. 4 20 7TH FLOOR STUDIO 1 1 BED. 15 2 BED. 4 20 TOTAL 115 DN DN 862 SF 2 BEDROOM 841 SF 2 BEDROOM 2579 SF Area 625 SF 1 BEDROOM 625 SF 1 BEDROOM 624 SF 1 BEDROOM 623 SF 1 BEDROOM 624 SF 1 BEDROOM 624 SF 1 BEDROOM 915 SF 2 BEDROOM 647 SF 1 BEDROOM 647 SF 1 BEDROOM 659 SF 1 BEDROOM 567 SF STUDIO 976 SF 2 BEDROOM 878 SF 1 BEDROOM 878 SF 1 BEDROOM 609 SF 1 BEDROOM 609 SF 1 BEDROOM 609 SF 1 BEDROOM 613 SF 1 BEDROOM 30 SF UTILITY 57 SF UTILITY 68 SF UTILITY LEGEND - PROGRAM/USE 1 BEDROOM 2 BEDROOM CIRCULATION STUDIO UTILITY GENERAL NOTES 1. PROVIDE TREATMENT TO ALL WINDOWS FOR RESIDENTIAL UNITS. INCLUDE A REQUIREMENT THAT THE WINDOW TREATMENTS MAY NOT BE REMOVED OR MODIFY BY TENANTS. 2. ANY MECHANIC VENTING SHALL BE THOUGHT THE ROOF. WINDOW NOTES 95 WATCHUNG AVENUE NORTH PLAINFIELD, NEW JERSEY 07060 908.226.5515 WWW.TAYLORARCHDESIGN.COM PROJECT TEAM BRIAN M. TAYLOR, AIA NJ REG. AI 15286 THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THIS PROJECT. THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOU THE EXPRESSED APPROVAL AND PARTICIPATION OF TAYLOR ARCHITECTURE & DESIGN. REPRODUCTION IS PROHIBITED. COPYRIGHT 2022 THIS DRAWING IS INCOMPLETE UNLESS USED WITH ALL OTHER CONTRACT DOCUMENTS ISSUED FOR: DATE DRAWN BY PROJECT NO. CHECKED BY SHEET TITLE DRAWING NUMBER PLANNING BOARD BMT CIVIL ENGINEERING STRUCTURAL ENGINEERING MEP ENGINEERING NOT FOR CONSTRUCTIO N APARTMENT BUILDING 430 William St, East Orange, NJ 07017 IT 09/24/25 2253 TYP. FLOOR PLAN A1.103 FRANK H. LEHR ASSOCIATES 101 South Harrison Street East Orange, New Jersey 07018 (973) 673-2520 SCALE: 3/32" = 1'-0" 1 3RD - 6TH FLOOR GROSS BUILDING AREA CALCULATION PROGRAM/USE AREA BASEMENT CIRCULATION 499 SF ELEC. 137 SF PARKING 23041 SF STORAGE 358 SF 24035 SF 1ST FLOOR AMENITY 723 SF BIKE STO. 146 SF CIRCULATION 672 SF ELEC. 551 SF MECH. 362 SF PACKG. 138 SF PARKING 17322 SF SPRINKLER 453 SF STORAGE 208 SF TRANSFORMER 462 SF TRASH 194 SF 21230 SF GROSS BUILDING AREA CALCULATION PROGRAM/USE AREA 2ND FLOOR 1 BEDROOM 5513 SF 2 BEDROOM 3597 SF AMENITY 3877 SF CIRCULATION 2674 SF COMMUNNAL ROOM 2150 SF GYM 1544 SF STUDIO 1043 SF UTILITY 155 SF 20553 SF 3RD FLOOR 1 BEDROOM 9896 SF 2 BEDROOM 3593 SF CIRCULATION 2579 SF STUDIO 567 SF UTILITY 155 SF 16790 SF 4TH FLOOR 1 BEDROOM 9895 SF 2 BEDROOM 3593 SF CIRCULATION 2579 SF STUDIO 567 SF UTILITY 155 SF 16790 SF 5TH FLOOR 1 BEDROOM 9898 SF 2 BEDROOM 3593 SF CIRCULATION 2579 SF STUDIO 567 SF UTILITY 155 SF 16793 SF 6TH FLOOR 1 BEDROOM 9898 SF 2 BEDROOM 3593 SF CIRCULATION 2579 SF STUDIO 567 SF UTILITY 155 SF 16793 SF 7TH FLOOR 1 BEDROOM 9898 SF 2 BEDROOM 3593 SF CIRCULATION 2579 SF STUDIO 567 SF UTILITY 155 SF 16793 SF BUILDING GROSS AREA 149775 SF NO. DESCRIPTION DATE 1 PLANNING BOARD 01/10/25 2 TRC 09/24/25 MIN. UNIT SIZES STUDIO 450 SF. ONE-BEDROOM 600 SF. TWO-BEDROOM 750 SF. BEDROOM SIZE: 110SQ.FT (10-0" X 11-0") 2� 1ST FLOOR 0' - 0" 2ND FLOOR 13' - 0" BASEMENT -15' - 0" ROOF LEVEL 76' - 0" 3RD FLOOR 23' - 6" 5TH FLOOR 44' - 6" 4TH FLOOR 34' - 0" 6TH FLOOR 55' - 0" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 7TH FLOOR 65' - 6" 10' - 6" COMPOSITE OR METAL PANELS IRONSPOT BRICK ALUMINUM COPING ALUMINUM COPING COMPOSITE OR METAL PANELS COMPOSITE BAND PARAPET 82' - 6" 13' - 0" 6' - 6" 82' - 6" IRONSPOT BRICK 1ST FLOOR 0' - 0" 2ND FLOOR 13' - 0" BASEMENT -15' - 0" ROOF LEVEL 76' - 0" 3RD FLOOR 23' - 6" 5TH FLOOR 44' - 6" 4TH FLOOR 34' - 0" 6TH FLOOR 55' - 0" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 7TH FLOOR 65' - 6" COMPOSITE OR METAL PANELS IRONSPOT BRICK ALUMINUM COPING COMPOSITE OR METAL PANELS COMPOSITE BAND PARAPET 82' - 6" 6' - 6"10' - 6"10' - 6" 13' - 0" 82' - 6" 1ST FLOOR 0' - 0" 2ND FLOOR 13' - 0" BASEMENT -15' - 0" ROOF LEVEL 76' - 0" 3RD FLOOR 23' - 6" 5TH FLOOR 44' - 6" 4TH FLOOR 34' - 0" 6TH FLOOR 55' - 0" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 7TH FLOOR 65' - 6" 10' - 6"10' - 6" PARAPET 82' - 6" COMPOSITE OR METAL PANELS IRONSPOT BRICK ALUMINUM COPING COMPOSITE OR METAL PANELS COMPOSITE BAND ALUMINUM COPING 6' - 6" 82' - 6" ALUMINUM COPING 13' - 0" 1ST FLOOR 0' - 0" 2ND FLOOR 13' - 0" BASEMENT -15' - 0" ROOF LEVEL 76' - 0" 3RD FLOOR 23' - 6" 5TH FLOOR 44' - 6" 4TH FLOOR 34' - 0" 6TH FLOOR 55' - 0" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 7TH FLOOR 65' - 6" 10' - 6" PARAPET 82' - 6" 13' - 0" 82' - 6" COMPOSITE OR METAL PANELS IRONSPOT BRICK ALUMINUM COPING COMPOSITE BAND ALUMINUM COPING 6' - 6" 95 WATCHUNG AVENUE NORTH PLAINFIELD, NEW JERSEY 07060 908.226.5515 WWW.TAYLORARCHDESIGN.COM PROJECT TEAM BRIAN M. TAYLOR, AIA NJ REG. AI 15286 THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THIS PROJECT. THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOU THE EXPRESSED APPROVAL AND PARTICIPATION OF TAYLOR ARCHITECTURE & DESIGN. REPRODUCTION IS PROHIBITED. COPYRIGHT 2022 THIS DRAWING IS INCOMPLETE UNLESS USED WITH ALL OTHER CONTRACT DOCUMENTS ISSUED FOR: DATE DRAWN BY PROJECT NO. CHECKED BY SHEET TITLE DRAWING NUMBER PLANNING BOARD BMT CIVIL ENGINEERING STRUCTURAL ENGINEERING MEP ENGINEERING NOT FOR CONSTRUCTIO N APARTMENT BUILDING 430 William St, East Orange, NJ 07017 IT 09/24/25 2253 ELEVATIONS A2.200 FRANK H. LEHR ASSOCIATES 101 South Harrison Street East Orange, New Jersey 07018 (973) 673 -2520 SCALE: 1/16" = 1'-0" 1 WILLIAM STREET ELEVATION SCALE: 1/16" = 1'-0" 2 NORTH CLINTON ST. ELEVATION SCALE: 1/16" = 1'-0" 3 SIDE ELEVATION SCALE: 1/16" = 1'-0" 4 REAR ELEVATION NO. DESCRIPTION DATE 1 PLANNING BOARD 01/10/25� W/D WH DW DW W/D WH WH W/D DW W/D WH DW W/D WH DW W/D 878 SF 1 BEDROOM BEDROOM KITCHEN BATHROOM CLO. CLO. LIN. UTILITY ROOM 191 SQ. FT. 14' - 6" 13' - 4" 450 SF 1 BEDROOM BEDROOM FAMILY ROOM BATHROOM KITCHEN UTILITY ROOM 15' - 10" 11' - 0" 174 SQ. FT. 659 SF 1 BEDROOM FAMILY ROOM KITCHEN BEDROOM BATHROOM UTILITY CLO. CLO. 161 SQ. FT. 12' - 7" 13' - 5" 476 SF STUDIO FAMILY ROOM KITCHEN BATHROOM CLO. LAUNDRY 567 SF STUDIO CLO FAMILY ROOM KITCHEN BATHROOM UTILITY CLO. 95 WATCHUNG AVENUE NORTH PLAINFIELD, NEW JERSEY 07060 908.226.5515 WWW.TAYLORARCHDESIGN.COM PROJECT TEAM BRIAN M. TAYLOR, AIA NJ REG. AI 15286 THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THIS PROJECT. THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOU THE EXPRESSED APPROVAL AND PARTICIPATION OF TAYLOR ARCHITECTURE & DESIGN. REPRODUCTION IS PROHIBITED. COPYRIGHT 2022 THIS DRAWING IS INCOMPLETE UNLESS USED WITH ALL OTHER CONTRACT DOCUMENTS ISSUED FOR: DATE DRAWN BY PROJECT NO. CHECKED BY SHEET TITLE DRAWING NUMBER PLANNING BOARD BMT CIVIL ENGINEERING STRUCTURAL ENGINEERING MEP ENGINEERING NOT FOR CONSTRUCTIO N APARTMENT BUILDING 430 William St, East Orange, NJ 07017 IT 09/24/25 2253 ENLARGED UNIT PLANS A7.700 FRANK H. LEHR ASSOCIATES 101 South Harrison Street East Orange, New Jersey 07018 (973) 673-2520 SCALE: 1/4" = 1'-0" 1 1B - Type B SCALE: 1/4" = 1'-0" 2 1B - Type A SCALE: 1/4" = 1'-0" 3 1B - Type C SCALE: 1/4" = 1'-0" 4 S - Type A SCALE: 1/4" = 1'-0" 5 S - Type B NO. DESCRIPTION DATE 1 PLANNING BOARD 01/10/25 2 TRC 09/24/25 2 2 2� W/D WHDW WH W/D DW W/D WH DW W/D WH DW 915 SF 2 BEDROOM KITCHEN BEDROOM BATHROOM BEDROOM BATH. CLO. UTILITY ROOM FAMILY ROOM CLO. 144 SQ. FT. 142 SQ. FT. 11' - 6" 11' - 11" 11' - 10" 11' - 5" 976 SF 2 BEDROOM BEDROOM MASTER BEDROOM FAMILY RM KITCHEN BATHROOM BATHROOM CLO. CLO. CLO. LAUNDRY CLO. CLO. 188 SQ. FT 140 SQ. FT 12' - 10" 15' - 8" 11' - 6" 12' - 4" FAMILY ROOM KITCHEN BEDROOM BEDROOM BATHROOM BATHROOM CLO. LAUNDRY UTILITY CLO. 180 SQ. FT 141 SQ. FT 15' - 5" 10' - 2" 10' - 5" 12' - 10" 843 SF 2 BEDROOM FAMILY ROOM KITCHEN BEDROOM BEDROOM BATHROOM BATHROOM LAUNDRY CLO. CLO. CLO. 181 SQ. FT. 145 SQ. FT. 13' - 8" 12' - 5" 14' - 9" 13' - 1" 11' - 9" 95 WATCHUNG AVENUE NORTH PLAINFIELD, NEW JERSEY 07060 908.226.5515 WWW.TAYLORARCHDESIGN.COM PROJECT TEAM BRIAN M. TAYLOR, AIA NJ REG. AI 15286 THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THIS PROJECT. THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOU THE EXPRESSED APPROVAL AND PARTICIPATION OF TAYLOR ARCHITECTURE & DESIGN. REPRODUCTION IS PROHIBITED. COPYRIGHT 2022 THIS DRAWING IS INCOMPLETE UNLESS USED WITH ALL OTHER CONTRACT DOCUMENTS ISSUED FOR: DATE DRAWN BY PROJECT NO. CHECKED BY SHEET TITLE DRAWING NUMBER PLANNING BOARD BMT CIVIL ENGINEERING STRUCTURAL ENGINEERING MEP ENGINEERING NOT FOR CONSTRUCTIO N APARTMENT BUILDING 430 William St, East Orange, NJ 07017 IT 09/24/25 2253 ENLARGED UNIT PLANS A7.701 FRANK H. LEHR ASSOCIATES 101 South Harrison Street East Orange, New Jersey 07018 (973) 673 -2520 SCALE: 1/4" = 1'-0" 1 2B - Type A SCALE: 1/4" = 1'-0" 2 2B- Type B SCALE: 1/4" = 1'-0" 3 2B - Type C SCALE: 1/4" = 1'-0" 4 2B - Type D NO. DESCRIPTION DATE 1 PLANNING BOARD 01/10/25 2 TRC 09/24/25 2 2 2 2� 95 WATCHUNG AVENUE NORTH PLAINFIELD, NEW JERSEY 07060 908.226.5515 WWW.TAYLORARCHDESIGN.COM PROJECT TEAM BRIAN M. TAYLOR, AIA NJ REG. AI 15286 THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THIS PROJECT. THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOU THE EXPRESSED APPROVAL AND PARTICIPATION OF TAYLOR ARCHITECTURE & DESIGN. REPRODUCTION IS PROHIBITED. COPYRIGHT 2022 THIS DRAWING IS INCOMPLETE UNLESS USED WITH ALL OTHER CONTRACT DOCUMENTS ISSUED FOR: DATE DRAWN BY PROJECT NO. CHECKED BY SHEET TITLE DRAWING NUMBER PLANNING BOARD BMT CIVIL ENGINEERING STRUCTURAL ENGINEERING MEP ENGINEERING NOT FOR CONSTRUCTIO N APARTMENT BUILDING 430 William St, East Orange, NJ 07017 IT 09/24/25 2253 PERSPECTIVE A8.800 FRANK H. LEHR ASSOCIATES 101 South Harrison Street East Orange, New Jersey 07018 (973) 673-2520 01- RENDERING, WILLIAM ST. VIEW 02- RENDERING, NORTH CLINTON ST. 03- RENDERING, COURTYARD VIEW. 04- RENDERING, COURTYARD VIEW. NO. DESCRIPTION DATE 1 PLANNING BOARD 01/10/25� DN DN DN 26' - 7" 15' - 0" 95 WATCHUNG AVENUE NORTH PLAINFIELD, NEW JERSEY 07060 908.226.5515 WWW.TAYLORARCHDESIGN.COM PROJECT TEAM BRIAN M. TAYLOR, AIA NJ REG. AI 15286 THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THIS PROJECT. THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOU THE EXPRESSED APPROVAL AND PARTICIPATION OF TAYLOR ARCHITECTURE & DESIGN. REPRODUCTION IS PROHIBITED. COPYRIGHT 2022 THIS DRAWING IS INCOMPLETE UNLESS USED WITH ALL OTHER CONTRACT DOCUMENTS ISSUED FOR: DATE DRAWN BY PROJECT NO. CHECKED BY SHEET TITLE DRAWING NUMBER PLANNING BOARD BMT CIVIL ENGINEERING STRUCTURAL ENGINEERING MEP ENGINEERING NOT FOR CONSTRUCTIO N APARTMENT BUILDING 430 William St, East Orange, NJ 07017 IT 09/24/25 2253 DIAGRAMS A8.801 FRANK H. LEHR ASSOCIATES 101 South Harrison Street East Orange, New Jersey 07018 (973) 673-2520 SCALE: 1/16" = 1'-0" 1 MOVE IN/OUT DIAGRAM SCALE: 1/16" = 1'-0" 2 TRASH MANAGMENT NO. DESCRIPTION DATE 1 PLANNING BOARD 01/10/25� SCALE DATE SHEET NO. CHECKED BY Certificate of Authorization No. 24GA27950400 C Copyright 2023 Frank H. Lehr Associates All Rights Reserved FRANK H. LEHR ASSOCIATES CONSULTING CIVIL ENGINEERS 101 South Harrison Street East Orange, New Jersey 07018 DATE DESIGNED BY OF PROJECT NO. NO. DATE REVISION/ISSUE Tel: 973 673 2520 Fax: 973 673 6623 WWW.FHLEHR.COM Richard J. Adelsohn Professional Engineer NJ License No. GE035233 418-430 William Street Block 363, Lots 16-19 (Proposed Lot 17.01) City of East Orange Essex County, New Jersey Case No. PB-07-25-0029 CF RJA 12/20/2023 9384 9384 sd01 - cover sheet.dwg rja 10/22/2025 4:37 PM A 01/16/2025 BDZ Presentation B 02/13/2025 SUBMISSION 10/22/2025 1 10/22/2025 PB SUBMISSION APPLICANT/OWNER: ENGINEER: 200' RADIUS MAP LOCATION PLAN SANBORN MAP (Circa 1911) ZONING MAP INDEX OF SHEETS C-1 COVER SHEET SURVEY C-2 DEMOLITION PLAN C-3 SITE PLAN FIRST FLOOR C-3A SITE PLAN BASEMENT LEVEL C-4 GRADING, DRAINAGE AND UTILITIES PLAN C-5 LANDSCAPING PLAN C-6 LIGHTING PLAN C-7 DETAILS C-8 DETAILS C-9 SOIL EROSION AND SEDIMENT CONTROL PLAN PH-1 PHOTOS PROJECT DESCRIPTION Proposed 7 story residential building with on grade parking and below grade parking. The project includes 7 studio apartments, 84 one bedroom apartments and 24 two bedroom units for a total of 115 units. VARIANCES/WAIVERS/DEMINIMUS EXCEPTIONS: Front Yard Side Yard Building Coverage Aisle Width SCALE: N.T.S. SCALE: N.T.S. APPROVED BY THE PLANNING BOARD OF THE CITY OF EAST ORANGE AT A MEETING HELD ON THE _______DAY OF ____________ ,2025 PLANNING BOARD CHAIRPERSON BOARD SECRETARY CITY CLERK DIRECTOR OF PUBLIC WORKS RESOLUTION NUMBER DATE 200' NOTIFICATION LIST Feet 0 100 200 COVER SHEET AS NOTED C-1 PQ NW TR-3 ACD © GOOGLE MAPS PQ SCALE: N.T.S. PQ ZONING TABLE FRANK H. LEHR ASSOCIATES 101 SOUTH HARRISON STREET EAST ORANGE, NEW JERSEY 07018 TEL: (973) 673-2520 FAX: (973) 673-6623 EMAIL: [email protected] 418-430 WILLIAM STREET BLOCK 363 LOTS 16, 17, 18, & 19 (PROPOSED Lot 17.01) CITY OF EAST ORANGE ESSEX COUNTY, NEW JERSEY CITY OF EAST ORANGE - 430 William Street PARCEL Block 363 Lots 16, 17, 18, & 19 ZONE DISTRICT Transit Village District Arts and Cultural District (ACD) EXISTING USE (2) Two Family Detached Dwellings & (1) Single Family Dwelling & Mechanic shop PROPOSED USE Multi Family Dwelling REGULATION Ordinance Section Required Proposed Variance USE E.O. T.V.D. Section 5.3 Multi Family Dwellings Multi Family Dwellings NO LOT Area (Min.) E.O. T.V.D. Section 5.3 N.R. 30,438 SF 0.698 Acres NO Width (Min.) William St. E.O. T.V.D. Section 5.3 N.R. 247.99 NO Width (Min.) N. Clinton St. E.O. T.V.D. Section 5.3 N.R. 106 NO YARD Front (Min.) William St E.O. T.V.D. Section 5.3 15 FT (or Prevailing) 10.0 FT YES Front (Min.) N. Clinton St. E.O. T.V.D. Section 5.3 15 FT (or Prevailing) 15.0 FT NO Rear (Min.) E.O. T.V.D. Section 5.3 10 FT 10.0 FT NO Side (Min.) E.O. T.V.D. Section 5.3 10 FT 1.05 FT YES IMPERVIOUS COVERAGE Bldg. Coverage (Max.) E.O. T.V.D. Section 5.3 60% 73.8% YES 22,478.0 SF Lot Coverage (Max.) E.O. T.V.D. Section 5.3 80% 76.4% NO 23,261.0 SF BUILDING Max Building Height (FT) E.O. T.V.D. Section 5.3 NR 74.51 NO Building Height (STORIES) E.O. T.V.D. Section 5.3 15 Stories 7 NO Parking Space Size 51-192/RSIS 8.5x18 9x18 NO Stacker Parking Space Size 51-192/RSIS 8.5x18 7.5x18 DE/YES Drive Aisle 51-192/RSIS 24' 19.4' DE/YES N.R. = Not Regulated 430 WILLIAM HOLDINGS LLC 820 Bear Tavern Road West Trenton, NJ 08628 TEL: (718) 781-3763 FAX: (973) 436-5801 EMAIL: [email protected] PARKING REQUIREMENTS REGULATION ORDINANCE SECTION SPACES PER UNIT #UNITS REQUIRED PROPOSED VARIANCE Multi-Family Dwelling E.O. T.V.D. Section 5.12 1 Spc/Unit 115 115 115 NO RSIS 1 BEDROOM/STUDIO 1.8/ UNIT 91 164 115 DE 2 BEDROOM 2.0/ UNIT 24 48 Total 115 212 PROPOSED PARKING Standard 2 Car Stacker ADA EV Credit Total Total Proposed 57 2x27=54 4 115 Total Parking with EV Credit 12 127 Electric Vehicles Required Proposed Total 15%*115= 17 17 10% EV Credit 10%*115=12 12� EXISTING TREES TO BE REMOVED TYP. EXISTING DWELLING TO BE REMOVED TYP. EXISTING PAVERS TO BE REMOVED TYP. EXISTING WALL TO BE REMOVED TYP. EXISTING POND TO BE REMOVED EXISTING CHAIN LINK FENCE TO BE REMOVED TYP. EXISTING WOOD SHED TO BE REMOVED EXISTING GARAGE TO BE REMOVED EXISTING BLOCK WALL TO BE REMOVED EXISTING PAVEMENT TO BE REMOVED TYP. EXISTING STREET CURB TO BE REMOVED (TYP.) EXISTING UTILITIES TO BE DISCONNECTED AND REMOVED (TYP.) EXISTING UTILITIES TO BE DISCONNECTED AND REMOVED (TYP.) EXISTING DWELLING TO BE REMOVED TYP. EXISTING WALL TO BE REMOVED TYP. EXISTING PAVEMENT TO BE REMOVED TYP. RETAINING WALL TO REMAIN RETAINING WALL TO REMAIN PROPOSED LOT 17.01 22,280 SF 0.511 ACRES LOT LINES TO BE ELIMINATED EXISTING BUILDING TO BE REMOVED TYP. EXISTING PAVEMENT TO BE REMOVED TYP. UNDERGROUND TANK TO BE REMOVED SCALE DATE SHEET NO. CHECKED BY Certificate of Authorization No. 24GA27950400 C Copyright 2023 Frank H. Lehr Associates All Rights Reserved FRANK H. LEHR ASSOCIATES CONSULTING CIVIL ENGINEERS 101 South Harrison Street East Orange, New Jersey 07018 DATE DESIGNED BY OF PROJECT NO. NO. DATE REVISION/ISSUE Tel: 973 673 2520 Fax: 973 673 6623 WWW.FHLEHR.COM Richard J. Adelsohn Professional Engineer NJ License No. GE035233 418-430 William Street Block 363, Lots 16-19 (Proposed Lot 17.01) City of East Orange Essex County, New Jersey Case No. PB-07-25-0029 CF RJA 12/20/2023 9384 9384 sd02 - demo r1.dwg rja 10/22/2025 4:38 PM A 01/16/2025 BDZ Presentation B 02/13/2025 SUBMISSION 10/22/2025 1 10/22/2025 PB SUBMISSION DEMOLITION PLAN 1"= 10' C-2 DEMOLITION NOTES 1) ALL DEMOLITION ACTIVITIES ARE TO CONFORM TO ALL FEDERAL, STATE, AND LOCAL REGULATIONS. 2) CONTRACTOR SHALL NOTIFY ADJACENT PROPERTY OWNERS PRIOR TO THE START OF DEMOLITION AND CONSTRUCTION WORK. 3) CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL APPROPRIATE PERMITS ASSOCIATED WITH THE DEMOLITION AND CONSTRUCTION OPERATIONS. 4) EXISTING UTILITIES SHALL BE MARKED OUT PRIOR TO THE START OF DISTURBANCE. CONTACT NEW JERSEY ONE CALL CENTER--(800) 272-1000--FOR UTILITY MARK OUT SERVICE. MARKOUTS SHALL BE MAINTAINED THROUGHOUT THE DEMOLITION AND CONSTRUCTION PHASE. 5) PRIOR TO THE START OF ANY DEMOLITION OPERATIONS, A QUALIFIED SANITATION INSPECTOR SHALL CONDUCT A SURVEY FOR EVIDENCE OF CURRENT RODENT/PEST ACTIVITY AND SHALL INITIATE A CONTROL PROGRAM BY A CERTIFIED PEST CONTROL OPERATOR IF NECESSARY. 6) PRIOR TO THE REMOVAL OF ANY BUILDING (OR PART OF), DISCONNECT AND TERMINATE ALL ASSOCIATED WATER, SEWER, GAS, ELECTRIC, TELEPHONE, CABLE, AND MISCELLANEOUS UTILITIES/SERVICES CONNECTED TO THE STRUCTURE. 7) UNLESS OTHERWISE INDICATED, SERVICE LINES SHALL BE CAPPED OR TERMINATED AT THE RIGHT-OF-WAY LINE OR AS DEEDED BY THE APPROPRIATE UTILITY. CAPPING SHALL PROVIDE SUFFICIENT CLOSURE TO WITHSTAND HYDROSTATIC OR EARTH PRESSURE. IN THE EVENT THAT AN UNCHARTED UTILITY/SERVICE LINE IS ENCOUNTERED, CONTACT APPROPRIATE UTILITY/SERVICE OWNER FOR DIRECTIONS. COOPERATE WITH OWNER AND UTILITY COMPANY IN KEEPING RESPECTIVE SERVICES AND FACILITIES IN OPERATION. REPAIR DAMAGED UTILITIES TO SATISFACTION OF UTILITY/SERVICE OWNER. 8) ALL DEMOLITION OPERATIONS ARE TO BE CONDUCTED SAFELY TO PREVENT DAMAGE OR PERSONAL INJURY TO STRUCTURES, ADJACENT PROPERTIES, UTILITIES, AND ALL PERSONS. PROVIDE SHORING AND BRACING TO ADJACENT STRUCTURES TO PREVENT MOVEMENT, SETTLEMENT, OR DAMAGE TO ADJACENT STRUCTURES, ROADS, AND UTILITIES. 9) CONTRACTOR SHALL KEEP A SAFE WORKING ENVIRONMENT AT ALL TIMES. BARRICADES, FENCING, WARNING LIGHTS, SIGNS, ETC. SHALL BE FURNISHED, ERECTED, AND MAINTAINED AT LOCATIONS WHERE THE PROTECTIVE DEVICES ARE WARRANTED OR AS DIRECTED BY THE MUNICIPALITY. 10) WATERING TECHNIQUES, TEMPORARY ENCLOSURES, AND OTHER SUITABLE METHODS SHALL BE UTILIZED TO CONTROL DUST AND DIRT RISING IN THE AIR. 11) REMOVE AND DISPOSE ALL FOUNDATION WALLS, FOOTINGS, SLABS, AND BASEMENT SLABS IN A LEGAL MANNER. 12) IN THE EVENT THAT AN UNKNOWN EXISTING OIL TANK IS ENCOUNTERED, CONTACT ENGINEER PRIOR TO REMOVAL. 13) GROUND SURFACE SHALL BE GRADED, IF NECESSARY, TO ELIMINATE WATER POCKETS. ALL EXCAVATIONS SHALL BE FREE OF WATER AT ALL TIMES. 14) BACKFILL SHALL BE PLACED IN ACCORDANCE WITH SPECIFICATIONS. 15) ROUTINELY REMOVE, IN AN ORDERLY AND EFFICIENT MANNER (CART AWAY AND DISPOSE OF, BY LEGAL MEANS OFF THE SITE AND PREMISES), ALL DEBRIS RELATED TO WORK OF THIS SECTION; WORKSITE AND STAGING AREAS SHALL BE KEPT CLEAR OF ALL DEBRIS 0N A DAILY BASIS; PERMIT NO DEBRIS ACCUMULATION WHICH POSES THREAT TO LIFE SAFETY OR PROPERTY. DO NOT BURY DEBRIS. 16) CONTRACTOR SHALL RETURN ALL ADJACENT AREAS TO THE CONDITIONS EXISTING PRIOR TO THE START OF WORK. CLEAN ADJACENT STRUCTURES AND PROPERTIES OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. 17) COORDINATE LIMIT OF REMOVALS WITH OTHER CONSTRUCTION DOCUMENTS. 18) SEE SPECIFICATIONS FOR REQUIRED PROJECT PHASING. 19) BASEMENTS MUST BE FILED TO PREVAILING GRADE WITH CONTROLLED COMPACTED FILL. FILL SHALL CONFORM TO THE REQUIREMENTS FOR RESIDENTIAL CLEAN FILL. 19)1) IMPORTED MATERIALS: EVERY LOAD OF INCOMING FILL MATERIAL MUST MEET CURRENT NJDEP RESIDENTIAL DIRECT CONTACT SOIL REMEDIATION STANDARDS AND THE DEFAULT IMPACT TO GROUNDWATER SOIL SCREENING LEVELS, AND BE CERTIFIED BY THE GENERATOR/AGENT AS CLEAN FILL CONSISTENT WITH NJDEP REGULATIONS, INCLUDING NJAC 7:26E-2. 19)2) TESTS RESULTS MUST BE PROVIDED FOR ALL INCOMING FILL. REGARDLESS OF WHETHER A SOURCE SITE HAS BEEN TESTED, ADDITIONAL TESTS MUST BE CONDUCTED AND RESULTS PROVIDED FOR EVERY 1,000 CUBIC YARDS OF FILL, ROUNDED UP TO THE NEAREST 1,000 CUBIC YARDS, AND FOR EACH DIFFERENT SOIL TYPE 19)3) TESTING RESULTS MUST BE PROVIDED IN THE FORM OF A LETTER AND/OR REPORT FROM A NEW JERSEY LICENSED LABORATORY PROFESSIONAL CERTIFYING THAT THE APPLICABLE SOIL / FILL HAS BEEN TESTED BY A NEW JERSEY LICENSED ANALYTICAL LABORATORY IN GOOD STANDING AND MEETS THE CURRENT NJDEP RESIDENTIAL DIRECT CONTACT SOIL REMEDIATION STANDARDS AND THE DEFAULT IMPACT TO GROUNDWATER SOIL SCREENING LEVELS. MATERIALS FROM A CERTIFIED QUARRY MAY BE DEEMED CLEAN IN ACCORDANCE WITH THE STANDARDS. 1"=10' DEMOLITION PLAN 1 Feet 0 10 20� DN 462 SF TRANSFORMER 194 SF TRASH 138 SF PACKG. 723 SF AMENITY 17322 SF PARKING 551 SF ELEC. 208 SF STORAGE 146 SF BIKE STO. 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 100 101 102 104 103 81 82 113 112 111 110 109 108 107 106 105 115 114 99 362 SF MECH. 453 SF SPRINKLER LOADING ZONE CONSTRUCT NEW VERT CONC CURB ALONG SITE FRONTAGE PROPOSED E-INLET (TYP.) PROPOSED OUTLET STRUCTURE PROPOSED UTILITY TRENCH (TYP.) 4' BOUNDARY OVERLAP 10' SETBACK 7.6' SETBACK 10' SETBACK CONSTRUCT CONCRETE SIDEWALK (TYP.) PROPOSED 6' BOARD ON BOARD FENCE PROVIDE KNOX BOX AND SIAMESE CONNECTION PROPOSED LOT 17.01?? AREA=30,438 S.F. 0.698 ACRES PROPOSED STRIPING FOR STREET PARKING PROPOSED CONSOLIDATED LOT LINE LOT LINE TO BE ELIMINATED LOT LINE TO BE ELIMINATED OVERHEAD WIRES TO BE REMOVED 15' 10' 10' 10' 1.05' SETBACK 10' 3.29' 5.4' 13.34' 10.04' 5.5' 5.5' 5.5' EXISTING TO BE RELOCATED LINE OF BASEMENT BELOW 9' 9' 9' 18' 27' 63' 9' 9.17' 9.17' 10.33' 9' 9' 18' 18' 9' 9' 9' 18' 27' 27' 9' 24' 23.82' 21.92' 9' 9' 9' 9' 18.03' 18' 18.87' 24' 18' 10' SIDE YARD SETBACK LINE 10' SIDE YARD SETBACK LINE 10' REAR YARD SETBACK LINE 15' FRONT YARD SETBACK LINE 15 FT FRONT YARD SETBACK LINE 10' SIDEYARD SETBACK LINE 10' PROVIDE TRASH PICK UP PAD PROPOSED LOADING AREA (SEE ARCH. PLAN) 22' 8' 27.42' 30' 21.92' PROPOSED 6' BOARD ON BOARD FENCE SCALE DATE SHEET NO. CHECKED BY Certificate of Authorization No. 24GA27950400 C Copyright 2023 Frank H. Lehr Associates All Rights Reserved FRANK H. LEHR ASSOCIATES CONSULTING CIVIL ENGINEERS 101 South Harrison Street East Orange, New Jersey 07018 DATE DESIGNED BY OF PROJECT NO. NO. DATE REVISION/ISSUE Tel: 973 673 2520 Fax: 973 673 6623 WWW.FHLEHR.COM Richard J. Adelsohn Professional Engineer NJ License No. GE035233 418-430 William Street Block 363, Lots 16-19 (Proposed Lot 17.01) City of East Orange Essex County, New Jersey Case No. PB-07-25-0029 CF RJA 12/20/2023 9384 9384 sd03 - siter2.dwg rja 10/22/2025 4:38 PM A 01/16/2025 BDZ Presentation B 02/13/2025 SUBMISSION 10/22/2025 1 10/22/2025 PB SUBMISSION 1"=10' SITE PLAN 1 Feet 0 10 20 SITE PLAN FIRST FLOOR 1"= 10' C-3 19.14' 3' 3' 4' 15.8' 15.72'� UP DBL STACKER UP DBL STACKER DBL STACKER DBL STACKER DBL STACKER DBL STACKER DBL STACKER DBL STACKER DBL STACKER DBL STACKER DBL STACKER DBL STACKER DBL STACKER DBL STACKER DBL STACKER DBL STACKER DBL STACKER DBL STACKER DBL STACKER DBL STACKER DBL STACKER DBL STACKER DBL STACKER DBL STACKER DBL STACKER DBL STACKER STACKER DBL UP LEGEND - PROGRAM/USE CIRCULATION ELEC. PARKING STORAGE 23041 SF PARKING 05 06 358 SF STORAGE 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 55 56 57 58 59 60 61 62 80 79 78 77 76 75 74 73 72 71 70 69 68 67 66 65 64 63 39 40 41 42 43 44 45 46 47 48 49 50 51 52 03 04 01 02 37 38 31 32 33 34 137 SF ELEC. FRONT SETBACK FRONT SETBACK SIDE SETBACK REAR SETBACK SIDE SETBACK REAR SETBACK 35 36 53 54 7.51' 7.51' 7.51' 7.51' 7.51' 7.51' 7.51' 7.51' 7.51' 7.51' 7.51' 7.51' 7.51' 7.51' 7.51' 7.51' 7.51' 7.51' 7.51' 7.51' 7.51' 7.51' 7.51' 7.51' 18' 9' 9.17' 9.17' 9' 9' 9' 9' 9' 9.03' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 18' 29.25' 24.74' 73.63' 24' 18.01' 9' 29.53' 22' 21.03' 19.4' LOWER GARAGE FLOOR = EL +157.0 SCALE DATE SHEET NO. CHECKED BY Certificate of Authorization No. 24GA27950400 C Copyright 2023 Frank H. Lehr Associates All Rights Reserved FRANK H. LEHR ASSOCIATES CONSULTING CIVIL ENGINEERS 101 South Harrison Street East Orange, New Jersey 07018 DATE DESIGNED BY OF PROJECT NO. NO. DATE REVISION/ISSUE Tel: 973 673 2520 Fax: 973 673 6623 WWW.FHLEHR.COM Richard J. Adelsohn Professional Engineer NJ License No. GE035233 418-430 William Street Block 363, Lots 16-19 (Proposed Lot 17.01) City of East Orange Essex County, New Jersey Case No. PB-07-25-0029 CF RJA 12/20/2023 9384 9384 sd03 - siter2.dwg rja 10/22/2025 4:38 PM A 01/16/2025 BDZ Presentation B 02/13/2025 SUBMISSION 10/22/2025 1 10/22/2025 PB SUBMISSION 1"=10' SITE PLAN: BASEMENT LEVEL 1 Feet 0 10 20 SITE PLAN BASEMENT PLAN 1"= 10' C-3A� DN 462 SF TRANSFORMER 194 SF TRASH 138 SF PACKG. 723 SF AMENITY 17322 SF PARKING 551 SF ELEC. 208 SF STORAGE 146 SF BIKE STO. 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 100 101 102 104 103 81 82 113 112 111 110 109 108 107 106 105 115 114 99 362 SF MECH. 453 SF SPRINKLER LOADING ZONE 3.29' 5.4' YARD DRAIN #1 RIM 173.90 INV.172.00 OUTLET STRUCTURE 173.5 INV. 169.00 (30" HDPE) INV. 169.00 (15" RCP) PROPOSED YARD DRAIN #2 RIM 178 INV. 171.54 PROPOSED 30" HDPE PIPE 41 LF @ 0.0% PROPOSED E-INLET #1 RIM 179.20 INV.in: 172.34 INVout: 169.0 PROPOSED 36" HDPE DETENTION PIPE 121LF @ 0.0% PROPOSED E-INLET #2 RIM 180.5 INV. 169.0 PROPOSED 36" HDPE DETENTION PIPE 180LF @ 0% SAN SAN SAN W W GAS GAS GAS GAS E E ELECTRICAL CONDUIT PROPOSED GAS CONDUIT PROPOSED 6" PVC SANITARY CONDUIT @2% PROPOSED FIRE SERVICE 6" DIP PROPOSED DOMESTIC WATER SERVICE, 4" DIP PROPOSED DOGHOUSE MANHOLE RIM 173.25± (V.I.F.) INV.in 168.14 INV. 166.73± (V.I.F.) 12" HDPE PIPE 43LF @2% SLOPE EXISTING B INLET RIM 171.95 INV. 169.28 CLEAN OUT TAPPING TEE WITH SHUT OFF (TYP.) VALVE OF LEADERS TO CONNECT TO 179.61 180.65 179.56 174.70 174.88 175.30 175.47 172.00 177.03 179.88 177.20 177.15 178.04 179.81 178.09 179.86 176.73 174 176 177 179 180 174 175 176 178 179 EXISTING 6" WATER MAIN 174.53 176.31 174.19 174.61 TW:171.00 174.60 170.00 169.97 PROPOSED 12" HDPE PIPE 91 LF @ 0.5% -3.4% -1.0% -4.3% -1.4% -2.9% -1.2% -4.3% -1.1%-3.1% 0.0% -0.0% 0.0% 0.0% -3.1% -6.7% -2.2% 178.77 178.82 173.56 173.61 172.49 172.15 170.90 170.85 172.05 172.10 170.90 170.85 170.84 170.80 170.38 170.34 169.23 169.18 BW:168.43 168.34 -1.2% -0.4% -1.3% -3.8% 172.00 171.52 172.00 -5.7% -5.4% 169.78 169.54 169.83 169.59 -1.3% -3.8% 4.3% -1.2% -3.8% 172.15 170.88 170.83 -0.3% 0.7% -4.6% 0.3% 171.61 171.52 171.50 172.00 172.00 172.00 BW:170.87 BW:170.87 BW:170.88 TW:170.42 -4.1% -5.3% -1.3% -0.1% 171.45 171.36 171.31 171.43 171.42 171.29 -1.9%-0.8% -1.6%-0.3% 172.20 TW:170.53 BW:168.38 BW:169.97 FF= 172.0 FF= 172.0 FF= 172.0 FF= 172.0 178 173 172 171 170 169 180 PROPOSED DOGHOUSE MANHOLE RIM 173.50± (V.I.F.) INV.in 166.75 INV. 166.2± (V.I.F.) INV=167.5 GF=172.0 SCALE DATE SHEET NO. CHECKED BY Certificate of Authorization No. 24GA27950400 C Copyright 2023 Frank H. Lehr Associates All Rights Reserved FRANK H. LEHR ASSOCIATES CONSULTING CIVIL ENGINEERS 101 South Harrison Street East Orange, New Jersey 07018 DATE DESIGNED BY OF PROJECT NO. NO. DATE REVISION/ISSUE Tel: 973 673 2520 Fax: 973 673 6623 WWW.FHLEHR.COM Richard J. Adelsohn Professional Engineer NJ License No. GE035233 418-430 William Street Block 363, Lots 16-19 (Proposed Lot 17.01) City of East Orange Essex County, New Jersey Case No. PB-07-25-0029 CF RJA 12/20/2023 9384 9384 sd04 - grading_r2.dwg rja 10/22/2025 4:38 PM A 01/16/2025 BDZ Presentation B 02/13/2025 SUBMISSION 10/22/2025 1 10/22/2025 PB SUBMISSION 1"=10' GRADING, DRAINAGE AND UTILITIES PLAN 1 Feet 0 10 20 GRADING, DRAINAGE & UTILITIES PLAN 1"= 10' C-4 SURVEY REFERENCE: BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY MICHAEL PRONESTI, P.L.S OF PRONESTI SURVEYING, INC. DATED OCTOBER 15, 2020, LAST REVISED OCT 30, 2025. DATUM NAD83/NAVD88 DATA SHOWN HEREON FROM ELECTRONIC FILE ADJUSTED FOR CLARITY, REFER TO ORIGINAL MAP FOR SURVEY INFORMATION.� DN FRONT SETBACK FRONT SETBACK SIDE SETBACK REAR SETBACK SIDE SETBACK REAR SETBACK NORTH CLINTON STREET WILLIAM STREET 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 100 101 102 104 103 81 82 113 112 111 110 109 108 107 106 105 115 114 99 S 14° 17'00" E 101.30' S 58° 23'00" E 50.01' S 33° 01'00" W 136.22' N 56° 59'00" W 247.99' N 56° 43'07" E 106.00' S 54° 22'00" E 75.23' N 38° 47'00" E 50.75' BASEMENT LINE BASEMENT LINE BASEMENT LINE BASEMENT LINE BASEMENT LINE BASEMENT LINE BASEMENT LINE LOADING ZONE 3.29' 5.4' AM AM AM VIB VIB SPJ 7 SM3 SP3 HP BUX7 SP3 IC IG3 AZ5 PL AZ5 IG 28 IG 12 PJ4 PL 12 MV HB 25 OH9 PL3 IG 22 RR 11 150 ft SITE DISTANCE 150 ft SITE DISTANCE SCALE DATE SHEET NO. CHECKED BY Certificate of Authorization No. 24GA27950400 C Copyright 2023 Frank H. Lehr Associates All Rights Reserved FRANK H. LEHR ASSOCIATES CONSULTING CIVIL ENGINEERS 101 South Harrison Street East Orange, New Jersey 07018 DATE DESIGNED BY OF PROJECT NO. NO. DATE REVISION/ISSUE Tel: 973 673 2520 Fax: 973 673 6623 WWW.FHLEHR.COM Richard J. Adelsohn Professional Engineer NJ License No. GE035233 418-430 William Street Block 363, Lots 16-19 (Proposed Lot 17.01) City of East Orange Essex County, New Jersey Case No. PB-07-25-0029 CF RJA 12/20/2023 9384 9384 sd05 - landscape_r1.dwg rja 10/22/2025 4:38 PM A 01/16/2025 BDZ Presentation B 02/13/2025 SUBMISSION 10/22/2025 1 10/22/2025 PB SUBMISSION 1"=10' LANDSCAPING PLAN 1 Feet 0 10 20 LANDSCAPING PLAN 1"= 10' C-5 PLANTING PLAN KEY QTY BOTANICAL NAME COMMON NAME SIZE & NOTES TREES AM 3 Aesculus x carnea 'fort McNair Red Horsechestnut 2 1/2"- 3" cal. MV 1 Magnolia virginiana Sweet bay magnolia 8' ht., Multistem SHRUBS AZ 10 Azalea Conversation Piece Azalea Conversation Piece 5 gal. BUX 9 Buxus microphylla var. japonica 'Winter Gem' Wintergem Boxwood 24"-30" ht. HP 2 Hydrangea paniculata 'Vanilla Strawberry' Panicle Hydrangea 4'-5' ht. IC 1 Ilex crenata 'Steeds' Steeds Upright Japanese Holly 4' ht. IG 65 Ilex glabra Compacta Inkberry Holly OH 10 Osmanthus heterophyllus 'Goshiki' Falseholly 36"-42" ht. PJ 4 Pieris japonica 'Mountain Fire' Japanese Pieris PL 16 Prunus laurocerasus 'Skips' Skip Laurel 42"-48" ht. RR 11 Rosa Coral Drift Rose Coral Drift 3 gal. SM 3 Syringa meyeri 'Palibin' Meyer Lilac 20"-30" ht. SP 6 Spirea japonica 'Candy Corn' Spirea 3 gal. SPj 7 Spirea japonica MAGIC CARPET Spirea 7 gal. VIB 2 Viburnum plicatum tomentosum 'Summer Snowflake' Summer Snowflake Viburnum 36"-42" ht. PERENNIALS & GRASSES HB 25 Helleborus Royal Heritage Hellebore 1 gallon pot� DN 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 100 101 102 104 103 81 82 113 112 111 110 109 108 107 106 105 115 114 99 LOADING ZONE 3.29' 5.4' 1.9 3.8 3.1 2.2 2.4 3.3 2.6 3.6 2.8 3.0 3.4 2.9 1.9 2.6 2.7 3.5 3.1 2.3 3.1 3.2 3.3 2.7 2.4 3.8 3.6 3.2 1.9 2.4 4.6 3.3 1.5 1.5 1.5 2.4 3.3 1.9 1.9 2.3 2.9 3.2 2.0 2.7 1.8 2.3 2.4 3.2 2.3 2.8 0.6 0.9 1.9 1.1 1.7 1.4 2.6 1.1 1.3 2.8 3.1 2.1 1.2 3.5 5.3 3.7 1.4 0.5 2.5 2.7 3.8 1.3 0.6 2.0 2.6 0.6 2.0 1.2 3.0 0.8 2.8 4.2 2.5 2.6 4.1 1.9 2.4 2.6 3.8 1.4 1.1 1.6 2.5 2.6 0.9 3.1 0.8 0.9 2.7 1.9 2.9 3.2 4.0 3.9 2.3 1.7 3.7 2.2 3.0 1.5 4.1 2.5 3.4 3.9 3.5 2.1 4.2 3.0 1.3 2.8 1.4 1.4 0.9 1.3 1.2 1.9 1.8 1.3 1.6 1.7 1.1 2.3 1.5 1.7 1.5 0.8 2.0 1.4 0.9 1.3 0.6 1.5 1.3 1.8 1.4 1.9 1.5 1.9 1.5 2.0 1.6 2.2 1.8 2.3 1.5 1.3 1.7 1.6 1.0 1.3 0.6 B @ 10' B @ 10' B @ 10' B @ 10' B @ 10' B @ 10' B @ 10' B @ 10' B @ 10' B @ 10' A @ 10' A @ 10' A @ 10' A @ 10' A @ 10' A @ 10' A @ 10' A @ 10' A @ 10' A @ 10' A @ 10' SCALE DATE SHEET NO. CHECKED BY Certificate of Authorization No. 24GA27950400 C Copyright 2023 Frank H. Lehr Associates All Rights Reserved FRANK H. LEHR ASSOCIATES CONSULTING CIVIL ENGINEERS 101 South Harrison Street East Orange, New Jersey 07018 DATE DESIGNED BY OF PROJECT NO. NO. DATE REVISION/ISSUE Tel: 973 673 2520 Fax: 973 673 6623 WWW.FHLEHR.COM Richard J. Adelsohn Professional Engineer NJ License No. GE035233 418-430 William Street Block 363, Lots 16-19 (Proposed Lot 17.01) City of East Orange Essex County, New Jersey Case No. PB-07-25-0029 CF RJA 12/20/2023 9384 9384 sd06 - lighting_r1.dwg rja 10/22/2025 4:38 PM A 01/16/2025 BDZ Presentation B 02/13/2025 SUBMISSION 10/22/2025 1 10/22/2025 PB SUBMISSION 1"=10' LIGHTING PLAN 1 Feet 0 10 20 LIGHTING PLAN 1"= 10' C-6 Statistics Description Symbol Avg Max Min Max/Min Avg/Min Calc Zone #1 2.5 fc 5.3 fc 0.5 fc 10.6:1 5.0:1 Calc Zone #2:Sidewalk 1.5 fc 2.3 fc 0.6 fc 3.8:1 2.5:1 Schedule Symbol Label Image Quantity Manufacturer Catalog Number Description Number Lamps Lumens Per Lamp Light Loss Factor Wattage Plot A 11 WE-EF USA 620-2038 QLS410 LED, Wall Luminaires / Surface Mounted QLS410-LED-2x3/13W [N/R45];QLS410 LED, Wall Luminaires / Surface Mounted 6 413 1 31 B 10 COOPER LIGHTING SOLUTIONS - INVUE ENT-SA1A-735-U-SL4- HSS ENTRI LED LUMINAIRE (1) 70 CRI, 3500K, 350mA LIGHTSQUARE WITH 16 LEDS AND TYPE IV SPILL LIGHT ELIMINATOR OPTICS WITH HOUSE SIDE SHIELD 16 131 1 20.1 "A": WALL SCONCE "B" COOPER ENV ENTRI ROUND Scale: N.T.S. SURVEY REFERENCE: BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY MICHAEL PRONESTI, P.L.S OF PRONESTI SURVEYING, INC. DATED OCTOBER 15, 2020, LAST REVISED OCT 30, 2025. DATUM NAVD88/NAD83 DATA SHOWN HEREON FROM ELECTRONIC FILE ADJUSTED FOR CLARITY, REFER TO ORIGINAL MAP FOR SURVEY INFORMATION.� SCALE DATE SHEET NO. CHECKED BY Certificate of Authorization No. 24GA27950400 C Copyright 2023 Frank H. Lehr Associates All Rights Reserved FRANK H. LEHR ASSOCIATES CONSULTING CIVIL ENGINEERS 101 South Harrison Street East Orange, New Jersey 07018 DATE DESIGNED BY OF PROJECT NO. NO. DATE REVISION/ISSUE Tel: 973 673 2520 Fax: 973 673 6623 WWW.FHLEHR.COM Richard J. Adelsohn Professional Engineer NJ License No. GE035233 418-430 William Street Block 363, Lots 16-19 (Proposed Lot 17.01) City of East Orange Essex County, New Jersey Case No. PB-07-25-0029 CF RJA 12/20/2023 9384 9384 sd07 - details.dwg rja 10/22/2025 4:38 PM A 01/16/2025 BDZ Presentation B 02/13/2025 SUBMISSION 10/22/2025 1 10/22/2025 PB SUBMISSION DETAILS N.T.S. C-7 TAPPING TEE Scale: N.T.S. 6" MIN SECTION A-A UNDISTURBED EARTH RISER 34" CLEAN STONE FRAME & GRATE/SOLID COVER (SEE NYLOPLAST DETAIL) *LOAD BEARING CONCRETE COLLAR UNDISTURBED EARTH 34" CLEAN STONE âLATERAL 24" DIA CORRUGATED HDPE RISER PLAN VIEW TRAFFIC INSTALLATION RISER TEE Scale: N.T.S. SEMI-PRIVATE FENCING (BUFFTECH) COLUMBIA VINYL FENCING 6' X 8' POST CENTERS TRUE 5 X 5 = 96 1/8" 30 3/4" 30 3/4" 107" NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWING. 3. CertainTeed Fence, Rail and Deck Systems - (Bufftech) Columbia Vinyl Fencing 3 1/2x3 1/2 TOP RAIL 7/8x6" PICKETS 3 1/2x3 1/2 BOT RAIL 3 1/2x3 1/2 MID RAIL STAGGERED PICKETS� SCALE DATE SHEET NO. CHECKED BY Certificate of Authorization No. 24GA27950400 C Copyright 2023 Frank H. Lehr Associates All Rights Reserved FRANK H. LEHR ASSOCIATES CONSULTING CIVIL ENGINEERS 101 South Harrison Street East Orange, New Jersey 07018 DATE DESIGNED BY OF PROJECT NO. NO. DATE REVISION/ISSUE Tel: 973 673 2520 Fax: 973 673 6623 WWW.FHLEHR.COM Richard J. Adelsohn Professional Engineer NJ License No. GE035233 418-430 William Street Block 363, Lots 16-19 (Proposed Lot 17.01) City of East Orange Essex County, New Jersey Case No. PB-07-25-0029 CF RJA 12/20/2023 9384 9384 sd07 - details.dwg rja 10/22/2025 4:38 PM A 01/16/2025 BDZ Presentation B 02/13/2025 SUBMISSION 10/22/2025 1 10/22/2025 PB SUBMISSION DETAILS N.T.S. C-8 TRENCH BEDDING Scale: N.T.S. 12" MIN. 12" MIN. SEE NOTE 2'-0" 8" 1'-0" O.D. 1'-0" 8" 2" DEPTH VARIES UNDISTURBED SOIL PROPOSED UTILITY DENSE GRADED AGGREGATE SUBBASE CUT LINE FOR TIMBER SHEETING LEFT IN PLACE SHEETING AS REQUIRED EXISTING PAVEMENT EXISTING (VARIES) BASE 2" SAW CUT HMA SURFACE COURSE, MIX 12.5 M 64 (SEE NOTE) TACK COAT LIMIT OF EXCAVATION PAY LIMIT CLASS B CONCRETE BASE COURSE PER NJDOT (IF CONCRETE BASE) HMA BASE COURSE, MIX 19.5 M 64, 8" MIN OR MATCH EXISTING (IF ASPHALT BASE) 3 4" CLEAN STONE OR AS APPROVED BY UTILITY CO. AND MUNICIPAL ENGINEER NJDOT DENSE GRADED AGGREGATE COMPACTED TO 95% MODIFIED PROCTOR PER NJDOT STANDARDS NOTE: REPAIR WIDTH & LENGTH (MILLING & PAVING) TO BE A MINIMUM OF 5' PAST TRENCH OPENING OR AS DETERMINED BY THE MUNICIPAL ENGINEER 1'-0" 3 4" CLEAN STONE BEDDING FOAM CURB OPENING 1" REBAR FOR BAG REMOVAL FROM INLET (REBAR NOT INCLUDED) DUMP LOOPS (REBAR NOT INCLUDED) OPTIONAL OVERFLOW EXPANSION RESTRAINT SIDE VIEW INSTALLED NOTE: SOIL SHOULD BE MOIST BUT NOT SATURATED. DO NOT TEST WHEN SOIL IS EXCESSIVELY DRY OR SUBJECT TO FREEZING TEMPERATURES. SLOW, STEADY DOWNWARD PRESSURE USED TO ADVANCE THE PROBE. MEASURE DEPTH WHEN GAGE READING REACHES 300 PSI OR DEPTH OF 6". HANDHELD SOIL 6" MIN. VISIBLE MARK ON SHAFT AT DEPTH NOTES: 1. PENETROMETER MAY BE RE-INSERTED IF/WHEN AN OBSTRUCTION (ROCK, ROOT, DEBRIS) IS ENCOUNTERED. PENETROMETER TEST SCALE: N.T.S. NOTE: SOIL SHOULD BE MOIST BUT NOT SATURATED. DO NOT TEST WHEN SOIL IS EXCESSIVELY DRY OR SUBJECT TO FREEZING TEMPERATURES. SLOW, STEADY DOWNWARD PRESSURE USED TO ADVANCE THE WIRE. PROBING WIRE TEST SCALE: N.T.S. 18"-21" 6" MIN. VISIBLE MARK ON WIRE AT DEPTH NOTES: 1. WIRE MUST PENETRATE A MINIMUM OF 6" WITHOUT DEFORMATION 2. WIRE MAY BE RE-INSERTED IF/WHEN AN OBSTRUCTION (ROCK, ROOT, DEBRIS) IS ENCOUNTERED. FENCE POST (SPACING 8'-0" C TO C) DRAWSTRING RUNNING THROUGH FABRIC ALONG TOP OF FENCE SILT ACCUMULATION FABRIC SECURED TO POST WITH METAL FASTENERS AND REINFORCEMENT BETWEEN FASTENER AND FABRIC DIG 6" WIDE & DEEP TRENCH. BURY BOTTOM 1'-0" OF FABRIC, TAMP IN PLACE. MAINTENANCE: SEDIMENT SHALL BE REMOVED FROM THE UPSTREAM FACE OF THE BARRIER WHEN IT HAS REACHED A DEPTH OF 1 2 THE BARRIER HEIGHT. REPAIR OR REPLACE BARRIER WHEN DAMAGED. BARRIERS SHALL BE INSPECTED DAILY FOR SIGNS OF DETERIORATION AND SEDIMENT REMOVAL. OPTIONAL WIRE FENCE BEHIND FABRIC FOR "SUPER" SILT FENCE DRAWSTRING RUNNING THROUGH FABRIC ALONG TOP OF FENCE REQUIREMENTS FOR SILT FENCE: 1. FENCE POSTS SHALL BE SPACED 8 FEET CENTER-TO-CENTER OR CLOSER. THEY SHALL EXTEND AT LEAST 2 FEET INTO THE GROUND AND EXTEND AT LEAST 2 FEET ABOVE GROUND. POSTS SHALL BE CONSTRUCTED OF HARDWOOD WITH A MINIMUM DIAMETER THICKNESS OF 1 1 2 INCHES. 2. "SUPER" SILT FENCE - A METAL FENCE WITH 6 INCH OR SMALLER MESH OPENINGS AND AT LEAST 2 FEET HIGH MAY BE UTILIZED, FASTENED TO THE FENCE POSTS, TO PROVIDE REINFORCEMENT AND SUPPORT TO THE GEOTEXTILE FABRIC. POSTS MAY BE SPACED LESS THAN 8 FEET ON CENTER AND MAY BE CONSTRUCTED OF HEAVIER WOOD OR METAL AS NEEDED TO WITHSTAND HEAVIER SEDIMENT LOADING. THIS PRACTICE IS APPROPRIATE WHERE SPACE FOR OTHER PRACTICES IS LIMITED AND HEAVY SEDIMENT LOADING IS EXPECTED. "SUPER" SILT FENCE IS NOT TO BE USED IN PLACE OF PROPERLY DESIGNED DIVERSIONS WHICH MAY BE NEEDED TO CONTROL SURFACE RUNOFF RATES AND VELOCITIES. 3. A GEOTEXTILE FABRIC, RECOMMENDED FOR SUCH USE BY THE MANUFACTURER, SHALL BE BURIED AT LEAST 6 INCHES DEEP IN THE GROUND. THE FABRIC SHALL EXTEND AT LEAST 2 FEET ABOVE THE GROUND. THE FABRIC MUST BE SECURELY FASTENED TO THE POSTS USING A SYSTEM CONSISTING OF METAL FASTENERS (NAILS OR STAPLES) AND A HIGH STRENGTH REINFORCEMENT MATERIAL (NYLON WEBBING, GROMMETS, WASHERS ETC.) PLACED BETWEEN THE FASTENER AND THE GEOTEXTILE FABRIC. THE FASTENING SYSTEM SHALL RESIST TEARING AWAY FROM THE POST. THE FABRIC SHALL INCORPORATE A DRAWSTRING IN THE TOP PORTION OF THE FENCE FOR ADDED STRENGTH. REQUIREMENTS FOR STONE BARRIER: 1. THE STONE SHALL BE PILED TO A NATURAL ANGLE OF REPOSE WITH A HEIGHT OF AT LEAST 2 FEET. 2. THE STONE SHALL MEET ASTM C-33 SIZE NO. 2 (2.5 TO 1.5) OR 3 (2 TO 1 INCH). GRADE SOIL EROSION AND SEDIMENT CONTROL NOTES 1. All soil erosion and sediment control practices on this plan will be constructed in accordance with the âNew Jersey Standards for Soil Erosion and Sediment Controlâ 7th Edition last revised July 2017, effective December 2017. These measures will be installed prior to any major soil disturbance or in their proper sequence and maintained until permanent protection is established. 2. Soil to be exposed or stockpiled for a period of greater than 14 days, and not under active construction, may be required to be temporarily mulched, and seeded or otherwise provided with vegetative cover as per Appendix A3. This temporary cover shall be maintained until such time whereby permanent restabilization is established. 3. Seeding Dates: The following seeding dates are recommended to best establish permanent vegetative cover within most locations in the HEPSCD: Spring - 3/1-5/15 and Fall â 8/15 â 10/1 4. Sediment fences are to be properly trenched and maintained until permanent vegetative cover is established 5. All storm drainage inlets shall be protected by one of the practices accepted in the Standards, and protection shall remain until permanent stabilization has been established. Storm drainage outlet points shall be protected as required before they become functional. 6. Mulch materials shall be un-rotted small grain straw applied at the rate of 70 to 90 pounds per 1,000 square feet and anchored with a mulch anchoring tool, liquid mulch binders, or netting tie down. Other suitable materials may be used if approved by the Soil Conservation District. 7. All erosion control devices shall be periodically inspected, maintained and corrected by the contractor. Any damage incurred by erosion shall be rectified immediately. 8. The Hudson-Essex-Passaic Soil Conservation District will be notified in writing at least 48 hours prior to any soil disturbing activities. Fax - (862) 333-4507 OR email â [email protected] 9. The applicant must obtain a District issued Report-of-Compliance prior to applying for the Certificate of Occupancy or Temporary Certificate of Occupancy from the respective municipality, NJ - DCA or any other controlling agency. Contact the District at 862-333-4505 to request a Final Inspection, giving advanced notice upon completion of the restabilization measures. A performance deposit may be posted with the District when winter weather or snow cover prohibits the proper application of seed, mulch, fertilizer or hydro-seed. 10. Paved roadways must be kept clean at all times. Do not utilize a fire or garden hose to clean roads unless the runoff is directed to a properly designed and functioning sediment basin. Water pumped out of the excavated areas contains sediments that must be removed prior to discharging to receiving bodies of water using removable pumping stations, sump pits, portable sedimentation tanks and/or silt control bags. 11. All surfaces having lawn or landscaping as final cover are to be provided topsoil prior to re-seeding, sodding or planting. A depth of 5.0 inches, firmed in place, is required, as per the Standards for Topsoiling and Land Grading, effective December 2017. 12. All plan revisions must be submitted to the District for proper review and approval. 13. A crushed stone wheel cleaning tracking-pad is to be installed at all site exits using 2 ½ -1â crushed angular stone (ASTM 2 or 3) to a minimum length of 50 feet and minimum depth of 6â. All driveways must be provided with crushed stone until paving is complete. 14. Steep slopes incurring disturbance may require additional stabilization measures. These âspecialâ measures shall be designed by the applicantâs engineer and be approved by the Soil Conservation District. 15. The Hudson-Essex-Passaic Soil Conservation District shall be notified, in writing, for the sale of any portion of the project or for the sale of individual lots. New ownersâ information shall be provided. Additional measures deemed necessary by District officials shall be implemented as conditions warrant. SEQUENCE OF CONSTRUCTION ANTICIPATED BEGINNING OF PROJECT: MARCH 2026 ANTICIPATED DURATION OF PROJECT: 30 MONTHS 1) NOTIFY CITY 72 HOURS PRIOR TO CONSTRUCTION. 2) INSTALL SILT FENCING. MAINTAIN UNTIL COMPLETION OF PROJECT. (1 WEEK) 3) CLEAR & GRUB SITE. (6 WEEKS) 4) ROUGH GRADE SITE. (4 WEEK) 5) BEGIN BUILDING CONSTRUCTION (24 MONTHS) 6) FINE GRADE SITE. (4 WEEKS) 7) CONSTRUCT FINISHED PAVEMENT. (4 WEEKS) 8) INSTALL PERMANENT VEGETATION. (4 WEEKS) 9) AS AREAS ARE STABILIZED, REMOVE SESC MEASURES 10'-0" 6'-0" STEP (TYP) REINFORCED CONCRETE STRUCTURE NEOPRENE GASKET BETWEEN PLATE & WALL CAMPBELL FOUNDRY FRAME & COVER PATTERN #1488 (WITH BOLTING OPTION) OR APPROVED EQUAL 6" CONCRETE WALL THICKNESS (TYP) 1" ALUMINUM ORIFICE PLATE PROVIDE KEY FOR ALUMINUM PLATE ORIFICE INVERT ELEV 169.0 WEIR: ELEV 170.0 INVERT OUT ELEV 169.0 1" ALUMINUM ORIFICE PLATE A B 3" MIN. OVERLAP LINE OF CONCRETE STRUCTURE BEYOND COMPACTED SUBGRADE (TYP) 4"Hx16"W ORIFICE ELEV. 169.0 WEIR ELEV. 170.0 PRECAST CONCRETE STRUCTURE SHALL CONFORM TO ASTM C913 3/4" GRAVEL (TYP) 6" MINIMUM CONCRETE BRICK (TYP) FINISHED GRADE PLAN Scale: N.T.S. SECTION A-A Scale: N.T.S. SECTION B-B Scale: N.T.S. OUTLET STRUCTURE Scale: N.T..S 12"à HDPE RIM: ELEV 173.50 36"à HDPE 36"à HDPE NONCORRODIBLE REMOVABLE EXPANSION ANCHOR BOLTS (TYP) TOP OF SLAB 3 4" GRAVEL (TYP) 6" MINIMUM STABILIZED CONSTRUCTION ENTRANCE NTS� DN FRONT SETBACK FRONT SETBACK SIDE SETBACK REAR SETBACK SIDE SETBACK REAR SETBACK NORTH CLINTON STREET WILLIAM STREET 462 SF TRANSFORMER 194 SF TRASH 138 SF PACKG. 723 SF AMENITY 17322 SF PARKING 551 SF ELEC. 208 SF STORAGE 146 SF BIKE STO. 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 100 101 102 104 103 81 82 113 112 111 110 109 108 107 106 105 115 114 99 362 SF MECH. 453 SF SPRINKLER S 14° 17'00" E 101.30' S 58° 23'00" E 50.01' S 33° 01'00" W 136.22' N 56° 59'00" W 247.99' N 56° 43'07" E 106.00' S 54° 22'00" E 75.23' N 38° 47'00" E 50.75' BASEMENT LINE BASEMENT LINE BASEMENT LINE BASEMENT LINE BASEMENT LINE BASEMENT LINE BASEMENT LINE LOADING ZONE 3.29' 5.4' GF=172.0 B BANCE BILIZED CONSTRUCTION ENTRANCE SCALE DATE SHEET NO. CHECKED BY Certificate of Authorization No. 24GA27950400 C Copyright 2023 Frank H. Lehr Associates All Rights Reserved FRANK H. LEHR ASSOCIATES CONSULTING CIVIL ENGINEERS 101 South Harrison Street East Orange, New Jersey 07018 DATE DESIGNED BY OF PROJECT NO. NO. DATE REVISION/ISSUE Tel: 973 673 2520 Fax: 973 673 6623 WWW.FHLEHR.COM Richard J. Adelsohn Professional Engineer NJ License No. GE035233 418-430 William Street Block 363, Lots 16-19 (Proposed Lot 17.01) City of East Orange Essex County, New Jersey Case No. PB-07-25-0029 CF RJA 12/20/2023 9384 9384 sd09 - sesc.dwg rja 10/22/2025 4:39 PM A 01/16/2025 BDZ Presentation B 02/13/2025 SUBMISSION 10/22/2025 1 10/22/2025 PB SUBMISSION 1"=10' SOIL EROSION AND SEDIMENT CONTROL PLAN 1 Feet 0 10 20 SOIL EROSION AND SEDIMENT CONTROL PLAN 1"= 10' C-9� SCALE DATE SHEET NO. CHECKED BY Certificate of Authorization No. 24GA27950400 C Copyright 2023 Frank H. Lehr Associates All Rights Reserved FRANK H. LEHR ASSOCIATES CONSULTING CIVIL ENGINEERS 101 South Harrison Street East Orange, New Jersey 07018 DATE DESIGNED BY OF PROJECT NO. NO. DATE REVISION/ISSUE Tel: 973 673 2520 Fax: 973 673 6623 WWW.FHLEHR.COM Richard J. Adelsohn Professional Engineer NJ License No. GE035233 418-430 William Street Block 363, Lots 16-19 (Proposed Lot 17.01) City of East Orange Essex County, New Jersey Case No. PB-07-25-0029 CF RJA 12/20/2023 9384 9384 ph01 - photos.dwg rja 10/23/2025 9:47 AM A 01/16/2025 BDZ Presentation B 02/13/2025 SUBMISSION 10/23/2025 1 10/22/2025 PB SUBMISSION SITE PHOTOS AS NOTED PH-1 Panoramic of Frontage 1 426 William Street - Front 2 426 William Street - Rear 3 426 William Street - Rear looking at road 4 426 William Street - Westerly lot line 5 420 William Street - Front 6 420 William Street - Side and rear 7 418 William Street - Front 8 William Street - Looking East 9 William Street - Looking West 10 430 William Street 11� EE of5t i EI SUE, 2... g § 835% H gigs BSE H g 5 8 E35 23% 258 H £ & § E3%y 3 £380 323 i § §3st § agi 2 H £ £2243 8 HE £2 £ ) 5888 zEz¢ HH u Bex £333 &2 5 £353 5295 & H g © £885 H bd 8 â] â ==] ail : ne 299PRRBRRIF 8 ZT 2 8 g g . g £ 1. ¢ 2s HT) 8d 5 gr of ifrtigasisd H = i i â i & = F il Fs 2 i y 8. .k g,.38 Suse al SEESE â Z, get EI {1 I EH HH 22 BRIN [iE EH gzoe ESTE 1111] tH £3 : ESB SEE 383 T gs £23% $85 gofso SEs £8 PEE EET 48528 H 22 208 23 = 5 8S £° Bics ii Eilm 3 H gies ii Eg 2 @ £°8 £5708 £ " &z =] = = ==] 2s EIR FI To FEE Li 3° IE 23 48 : FI A 14 Bl Shee] Eiifisl fn DE iif Boi EAH ti: 282 Fiizgll 231 £5; EESE fZEi o 3% 23% EEE 23f w:523 553% iit gispis: Peli: £33 EiiiEiiiEs iis am iii: ziifzr: xR ZiSiEiiiioEl = Scifi: Egiiiii 233 LEEsLiiiiiiicy $733 287 Esiiii 3 ii: BiipBEiizT Ai: BES PEIIELZ SERRA Ann Piif iT iiETiif : i er 3 EE ITER : iid EE hi HEP H iz H HE FEEL £5821 2 2 ] HE ELE] g TE z 2° H if 82% i BEif i z i Ec bE $ofrai: H EHH £1: 2. LEH £3 EHH g3 og HEH £7 HL 35 SEEN 2 7: = HERE dip Pid = i iE EE LH] 33 P H £3: 525% EI 11 I TICECRPRHCEE i EH E J [LI cil | == A FH : - JL ii Lil H £ | 8 i: 00 E dt zzg g § rzz 33° 4 â H H ab £2: 331 KB gil £i% 78587 e5% § 5% Ef: FR § FH #5755 7s; Piggy fog tH] 135 2:8 (sf CS 2341333F f 4 5 gRiN = EH HH Ei == #é i ts } 23 : HE 3 w = . IE 1 i oI i ign Li ih d i hy i fi s #1 a ââ in i! £ £2 i 28334 iE EEEE = Ei If 22 1 | ame - Fâ Eo] â [4] i 1] 3 = in: = aa a= Eâ = il | H BH 8 Bs E Ei 2 Hi ; x IH B w 223] i 5 [iH i o° = £ [2] 2 9 3 & 2 [4 : 4 a z 8 ) 28 5 lz : LE iY: i REE ER FIR i 3 H Sar BES spn BC leis H £ 4 [FH] g 5322 find LE HTH 3 £23 3 2 HHH Bo ; H] EI PY F R [HERE 13° 883838328 Pt ERREEEEH 2 HHH i i £ & i 5 |es2 QE 3 FEE Hi i i 1 & iz 58 RERT £ EEL A 23 ssoo $55 N ® it HE i EERE H : nik ELH bi gi 3 z4 27 Hi 53 £5 i i : R 35 i Hi IEE IRE i LI IF EE # ssh HETIL] REESE £ EE Rol CO CI fargo H1 3 HE HE i We fz oe HEISE oii iH Pl £33 ii " 33 & i £ ] H i : N Sthivhnit x [RE gE 381158 i 1 1% tcf og | 82 £5857 : RK H ER oz iad | H iY: Eo og |sEsdy E ] 3 3 8 fz ge 50 im : it SHE HC] 3 : id LRAT ey. D HL TB fH cgs ss fs T538955330535558888° t3 H : Hi : Te FE 5 $5378 RET 148 | 3 df) 1] EH oHy : £98 : & £ Bie : SyF 0&8 oz El Ri : slg iH 3 HH i 283 oy H ii i i : [IE if : IREREE i : IER EE HEA Wa is t 3 PER 3 : g50 Paigi | cgecf : BL FH CFEC - ) 389 iz i i if $3 â lz £8 4 : TIE (i:3 g : $9 W3% EEE iE] 2 ; 3 ⬠H E H 18 518d 7 I 4s fciy i 5 HNN] id RERUN L 3 HERES : Seq FHI 4 i 72 1% £8 5 £ § | 88% £5 25 3 EERIE Symi iS EB RINE ER FEIN I EE, H $3 58f 3 3 % 8 = Si 8 Bo 2% $s 4 5 3 H H | 5 gy iii i . i ; i $ a Fh 2 H H SL IThbER Eg |8 5 £ 53 Estey : PE Eg ih, HE : sje fd SE | 8 %% gd 5 $0% La fg Flin @ H 4 291 = HERE il i of @ £5 00 [983 £1 : dpi fiqmEes) 3 : HEREIN : 3 2 8% 38 = 2 so : iT pian HEELE : BE x ge Wiig : i: H H âl,i R SpLITEnssg £15 5 f H {178858 i AH 5, PELE : sf £1 dp] Boas i $98 i 5 [538 $ : it Ln gli 3 H H 3 dR [ig i 4 39 & Eas £5 H : $25 §.5 go EEE £32 8 [2 B HIERN EN Bor dE) â\ Boel cer TT 3 E 3 3 i) ; 3S Li s HE i i: il | | | 3 i 13 Th 13 Bid = 5 dhlâ | ii 33 2 : EH 23 i â £3 2 384 i TEE = HEE HE | H Grill | EE ih i 5 fat voy HEHE ie : 33 Hig i i 1 HRI | 3 : HE i ) 1 3] H I } = i 5 Sehzzhees : Ply oes 3 igglEgicg : I EIR WRT I : 3 i1 i wâ ERE 3E3i3D i i £37 fr ig | 4 EERE il I LI HE: di HERE EB ERIE : HERE RIE : ERE i 3 3 3% of ge i33fz : By FE ne i , L } kz 2 ETT] sda: 3 Hog 2 i I Ir gE 5 [5338 5 EH I: EER i 3 :d HH IF 4 23% Ee |e if i EE RN £7 : HERE BET AE NE plaid : esd EUs 82 ad I 288 § iho ogglz 52 ER 2 535 pve gE G4T 59 ââââââââ\: Bl FB ha iz 2: % 5 lz §3 ® H LE 2 H $F 328% H H EE W3Z oe i EERE i Hii: : EERE z $8 4 F 855 § 's £4 5 A 83 df gx 18 8k : 15 BREYER H Teg fll on FEES A ie 3 YE 3 IRIE gif @ 2 Ri Jif § 2% Spi id 28 jeg 2 3 gry ff fogâ 25 EE: GE oz 8 5 113 8g 23 £ 0 1s H i £ X : 3 8 § 8 SBEIlsnes HEE I H 8 I Ei : EEE Zig 3 ERE i iz Bold os lmao: | Ei H 3 HH i En & HH é 3 i EERE Rt i 9 £5 22 szz| §|⬠HE RAE E N REESE ET : $8 TE HER : By Leif gee 8° CE : H g EY # 2 po a H gs 1H 2B 33 FEET i 3 i Pod d H HEL i & 2 ~ ry S3 H H id: : HE Hi ® <2%2 H 3q3 H NE BL : i142 i BE ER Hi " ® 2 |g E $ 7 i gi £ HH Hi i ® H 1 BEE a gy | HELE o HER % 5: de FIRE 2 = 4 EERE SN ) \ Ho i EAH : HE go sez BRE ER ge i] ul gE °F i 8g 83 HE = i i: [+ wâ ' Pl if H : £ H FER 3 i S08 wii % : HEE EEX : i118 1 23) ¢ ] gy 53 & EH £3 5 3; ss os I feel 11 2% H IF EIE sl: ir HL i HER: [51 IN HH Tai EH Bee ed i] 5 ] HH ii & 8s, 3 i Bis 802 = $i os LI i i: iii % 5 FH " i HE : HL 1 i H b. 33 & , 0 i | { ShaIzieer |: 53 |] 8 $818371238 : i103 5} LI bd 1 : HEE ME HE I] 22 i553 : §9¢ Lolo 1.0 0 Ila : 5:8 §% saz| 2 : 3 eg ©; 5 H B : Ee 32 83 89 as : EEE HA EE 53 Fl HER sf] §| 28 fig; i $42 5 8 $3, 3% £32 x £95 I % tig H Z gga H NE EE iE § oes H I] 2 s (5588 £ $= H 3d: Zu flecr) £ \: 18 2% PEE as Hl §28 HE | S [pods & 3 4 833 5 £248 [58 H Ply ica al [ING 3 : HERECR IFN NN] : BEY §igogmtgEefm > 238 23 2% I N la | ââ il 1H gs Ef or gy : . £1, Ii z LIE I g d HELE EE i $9f Twig E : 248 83% § § 4 H ii¢ EEE] : i EERE) H HERES : . i. §3 35 Fg 88 8% i & | 22 ie SR [IE £2 iz 2H sl ow HEE AR ghd ea i o 3 gid go 2 £3 EER RIEL I $i os HI 2:9 HE £5 1 43 5 5 8 83 H pt . i H ShBIIhEES i : d3g235it ly ord i. FHL : ie dd fehl og) Ce osng : EE FE Iai H ioc : SHE oz 1 [ Ey 2 : SE EE] Ip es | $90 sh [ia Hi f 118 fF [AEF k] : LER EE EET I : HERE FERRE] : HEE EEL : oder. gy FH â a shBI2RBES i} } If§3Isy EF 1 i 34d: z 31 HEE ; EE | sd gf : H2 888 0g gan ile : HEIR Ri th i Trae ⧠3 ge i] " Ci EE i f i & FH id Fe 33 3 H dE Ge s : SE Ligz| 8 : gf ⬠3 2££ 8 & : EERE H HEBER E : ig fz aah a % z 3 I=] 3 ] ame - Fâ = i | 5 H A il 3 Ii H Hil 2 Gl E i E } 3 S pe g & g ©) tH] ° 4 4 i 1] 5 H 28 i § | i: £82 egssanez il HFeaesg i gf 8 3 LE of agg $33 g 8 i 3 H & Fi 522 EE 3 £23 3 H | 2 ! a de [HERE 13° 883838328 Ea % 8 [cosas Pt ERREEEEH iE i H & g Eck 2, 2 Ek 5 |ess2 3H agfszee £38 HE i 3 £ LH i i 2 28 [IEE £2 § sof 3 . LLIN RL i ER EEL bi fags oc 1 ie $3 2 z4 27 gy i HE 2... [HEH 85° eI N HTN £39 - i : i. : § 22 15 BF £m be LER ST] 5 39 22 §i i FH HE Ee i bh] 5 Hl $E H Efe §2 = 13 ⬠| .a3 ie ri ERIE INE iH di 1 & § gil 4 i 1 I aul i 2 £32 3 Fo 3 SIRE D SIE EA 3 Moira i BE $30 IER i £ 0 H HERA FER : BERS 22 23% : S fed z i 3 @5 : 24â 5 | 3 EEN ifs i BIE BEER i [| 3 1sd FERER 4 eIf Fs of gssfs : £5 i: HH gy [Re : N | Sâ gy FEIT â 38% " ar J i 5E g TT EE hed H 5522885 H IER : =¢ 33523 : EEE Zs it H 13, [4 pli H EEE NE] oN i 2258 [fag Ei Bl jo £ 88 58 M2 £38 H HERS > 58 © 83 £3 49% Le : 028 8; fg lI BEE - 38 Ed LF : £x GEE dT La EEE EEE EE LEER gy FB : Ea i H 53 2 ile 1% H $4 EE ni B FH] $0¢ fan if H £53 n a = £ 5331808 33 Se 8 HE BERS 3 £ Fags [3] 2 fd 3fitedd PEEH gs BE Toss 44 i EHH) f] Legit iz HE Bere I Hi] zz: LEER] EH ikl §3 HS gue 25 £2 3 gc H i FH 535 i £2 £23 Io if 4 3 1] géssict Ri i [I BHR " HE fils atk ii 5:51 Bid HEHE 555 fH gs Hi] HI HH HIE bay LRH gs = i i850 5 gs Phi = vw HH i 8 i ; 3 Pod $1 foo ii gl SHA TH ] as 4 EH ies Hi idee 8 i 3 i §3 H if|g [I Eg FO HEE HERR Pg jE] â 828° F158 £3 £3 8 85:5 5 BEd Tor: HEE EERE HERE RI ISIN IEE CEERI ER BIER EE RR RTE 384 i i = : 35: : 191) 53 : EE liza : HEE 3 Â¥ i: 3 £53 : 3 â 8 iy | i i : ozl £2 is 5 E | Jka 5 EERE HH gi ik all fe 3 FE pF pi 4 gi HE kL a | eg £7 ii i HE RN 3 23 a ga 2 i BEER EEE : | siiâ i 23 Hi : | gy | 4 Pil : tia 1H : | HE a qaefid 1 S10 i ie : ii 55 32 : cis BELH 8&3 EE] ge i 6 | : | HH] : OE FIRELED H [HERE i i LH : : : 382° H $d H H i 2 a i §5e H 292350 (iag 51 = of £88 12 ds 238 H <3 a ef 3 3 i FR RR : eid 3s sl gy 4 H LF H : g. ge wo mors ii Â¥# B [a ' Hr 5 ~ B } HINER ERR 4 3 Lc 3k RFE] iE 3 Plgty TEE Bis ¢ [BEER HEHE ied 22 SHS Ey itzined EST SIE IE i BEF §48 HR LH BEeainzeiinls oo JRssiie BRS ⬠Eis 3b go 535825388E502 33 ScoBEaf =ged FREER MN § FHT C0 Spit lms ty Fac 5 $8LF § F tees 3e 81 2 Forge ge sg oeiid 4 | sooo If i: § 33 9 8 ¢ 23ld 583 F384 4 HH Hil EE i gE IE i & ji sss it HIE HH £3 35 88 tf 4 se | < HE < 33 I= H LYE] ; â3 i H IE i HER TN | BE FE flrs ini: g] 8 25% 83: BY ix: Eh BIEHE ERIE i 3 i 18 i EE : cl ill Si 8 IE HIF CC 1 19: mL] Hi g EAEY £3 383: ny | 33 2 it ! i Hi : Hii Eh #8 HE ] ol Pg i HH Hi 3858 353 i il LEH gti it : i HEE ii] fi HEH Lg : 8g8 : | Pl, | git : | 2d 2 if $s fa $33 IEEE i! ; : mn EI RES Hj HD il i i 2 rd ! 3 \ : | oi \l £38 â | ââ | il ) wo mors - - | 38 i is 1 Hh FLEE 3 Hn | HT : ; ih hi EE Hi 23] fel 3i Hi £57) ii Hi iy °3 H LER EI SER zg I § i siE Lb HEE | u 5 ] H] | SEA il ie is 68 gE 8 i : EERE i 1 ai oo Hi RA : ii Pn EEE § i I ge geafii 81 : i ER a mâ £3] H Hh : : EH §8338° i SER 3 tT} 5 iL : EA (i er : : 4 i id HN = : 23. 5s of EK: LE 7 2 Â¥BICT 3 38 Ts HERE fio IH 5: HER pL Jit] ; HIER E ERLE r lg ; bE $k PEE HIE | ic Ea A] ie} HE oh I HE ERI. Hits Re EH | Fle £ HEA iii E : 3 tH 2 i fe fiat 1 19d HE fia i. Ei] tl s 185s £5 JpErzacint I] od al $9 [EN i 2 LH i Liat HH 340 HE i s[z8sizs LH i: i HH 23 522 J 2 823i 3 dha HE Hin 2 $ gfgg SR : | i 2d ns LE i 53 358% EI Tags i: HE 3% Jd. 38 Sis i ; EK a8 35d 10 oo IH . i Be H $ FE i H I] EI | $9 © ba IY HH S £9 Bt i HER ET i XE 2 i â8 | I NE | sz FI | FER $ Ped | HE brad 1} AEE iE ph [â gltinil Hiudiihs : HEHE EH ik EH § iil 8 RR STERN aii 38 i i wy - - H HEE 13s » 8s = i EER " ih i £3 2 y 1 1 : 5 - az : 5 I ââ 1s IRR BR i IRHEE $i! HEIR HRI RE EE 2 283 5 8 35 Tg BY i: § 1 gE] fy if HEE HIS 8g i 0 3% H i H go Iijiadcl : $48: 8 fgg © : LEER H £i 1 REE EERE: HL : BH: ET HH HE : Henn HE \ 3 £ I : 1 i \ i 0: %G : Nn SErvagiEe ! EER i fstype © Hi I £ gs IE H $487 4 fy] hi : 3d: Fold os gi i : ER FHI HEPES fia ad i ei se 1% Jd £23 ; [ER Ei : 285 AR 59 qo JS AA SHIEH Hi & ge EEEEEEEEEL] : TT TT 8g 83 $s 1 H i £3 ERE 3 Ey, 85g &% 8 HERR <F iZ.% iid BIE 3¢EE £5 5 giSesiiicsiy Gessic £3 i HE EELEEE EE TL FP RI BHHE EL EERIE: BEailiaiifs oo 2aiaieh ring FRE HEE IN 33 goo8Esf ced HERE BB EE aa sit ERROR EE FEE rE REE 3 31 § HEHE RH] £5 Lo. SEEDER OEE HEREE LL Bon h RS BE] HELI TRIN IT Fil 884 dF EA EF LS 35 gs su BBO 23 ds LI | $9% i: f MEE i $d EH S E gig Bio 38 8 EERIE I HEERE EER EERE HEUER $e & 38% :8Y 5rd 3d: 3id [EEE HE gi ES i HERI Bi £38 $8; fx: £4 3 3a 22 SEY Bib 2:2 2: og 3% BiC i 3 H 23 H ie LI HN gs He 3 5 2% £% THERE EI Paglia EER ER IR EE HERE BRET HERE EIN EEE EE TR LR $19 EET esc ho: LE I i 2% [ i â2% g 1! EB 3a : 4] Hi Hr RH 1 i \ [| Z gi â A i | â - | gy 3 il H is 2h TER) g | tacihibl og | lity ERT] ; EE i oF H Fi] £38 Hil 53 H : S5BESLET ! HE g Hi ; S$ YE Ha : I EIR ; 8 ii: i HH Hh i REN 5 3e3 i : Wisi gad of 3 1 HH EH 1 EL ez aH jase \ : ef HEE ii : 8 sss § : i I ge geafii £1 : Hoge po Sâ gl Ful F IE 2s £i g OLpETLEIER H NEES Eo] ogg sisi : T4800 8 2 a g 53822 H $Y 3 gs 3 i5e H i i 4 8 flies. is 2b 3% [3,55 &¢ B i: f2al 028] 3 H i 2 22 \d i HE N ] R H gy H LR 3 H H] 5% £3 HEE 2: LHR ic $3 S88 5 Egy HI EH 3 HEIR oF Eat ¢ [gd § 3% ie ids 14 3 HE RETES ERE] £18.13 BoE SHER! Ss HE fentiiaaniig He Hl HH ET Raa HE af 808 ooo 5 EE EI EE g 8 83if HE EEE 33°F 2¢ $i55 ei ha ERLE EE se of S 8 sie Bo uiand LEE] . I c i 53 k | se i g i] I] 3 H FE HER] £3: FH 3832 sf iis H âââââââ HH SHE I ERIE HERE IEEIEE EH EEE NH HF i $3 s i 3 ! LE : | H E Pi H H EI i | ok HERE | Fr id i 3 f HI : i if IEEE Phd â FRI pa i fie! HH] EH geo: El Hiudiihs : HERES i 23d § HIT 88 5 13 Ea Ba i 239 {LI I i 53 i Bas : §9% gus : 3 sys | 13° Hr } sii] &= . $98] E H H . LIER Hi HH H zd H ) 389 52 83% 533 EH bd FI TI } FE ji BH 8 5: : : ERuh H HEIR T |: is is 2B Sify & HEH ELE IEE 3 3 EH HE 3f 3 &2 H inl LIB o8 SEF 8 z* 5 Si [I | [LS I [ERE Pio: HELE H eZ i HE HARE HH HEE £x HI 283 IE : : i : 3 ; gif 1d : oi i EE Pe 5 §¢ H eZ HEH ik ! â iH ERE ch H HH] Ek | E £3 289 : i & 1] g Syp3Tpnsce 2 FE H ShE 35E% I EEE iE FL :l,%¢ 8 PELE HEM H HEE H £giidt H HER] : REL : IEEE 2% HE H Bl C0 sls 3 : sq: kf BE x H gi (4igg fi : 598 3% 5% ga 0° : HRI EEE : 880 sas : el I HEIRS : fi 3 i ERS is â By FB . i] fo i $f Pili ER HEI H i: gz Hi gig EST HI H HEN Py pt pe Sih 14 ⬠| 3 5 E £5 El siziy, Ere H EH NER £5 Eitan EH diseiae Salt HEH] i o . Pig HER sg § & 3332 iy CE oi ss or NE HE | gy 4 ER gi g 2 § E82 BY Ep d BEEN EE RE HEE R REE 9 5 528 p23 go og SE BEB IEEE HEI RR LLE §3 H i it E] I] | $2 : it £2 Pred sdf pds HEALEY (â fo H 8288 § 38 5 HEEL EN IEA HERR R RINE TI HH fad HE HH EH $18 £5: $32 2 Hi Hi HTH ii in hi 389 . LA I i ic RG 2 $9%| gug HI . 2 & <5 2 PE IRE 380 EI o 3 2 2 FH $3 £ EI-1 . of : . 3 : 82% - Hl NM i wi FR es PF & 3 ° § g E] ~ ams a B= = â [dil 5 H i aan So Eo ang 0) H ll RB 0 i ; A 7 #7 â Ek i + 88 all S : { f a , ; o y N RN M 5 & y/. a & Ny n y / " : 5 ) RW, = 2 3} £6 t SLs 4 4 NL XX me: oe. pms. sprees. 0 ââ pe =m. PL Eo [Rnâ ES wap LEGEND AP FORMATION â ap Iai racââ i n on PR rar Seip ro te i = Py we Cromer teat sco of mpg cn case im TR, â er ol â a Sree = TT wr âââ Xam mn TELE feâââââ a Fra i [Ltr âââ x Sor ~~ Ufa Maps om the Web Sol Survey are based on the Web Marcaior sw Tm we o ââ EE % oe EERE Peni I. fists fren pin © Mom ER Se 3 roa Them ââ pn a Â¥ Smitten. Ast 3 wane Tha arrogance oh base map on whch he sod as wer 2 man pret eee oo EE 13 ERA 3 eae | Rn Jâ fv po EB Cen sein ans Copan 3 Suv ad 2 i . | hy 1] I | | il i | 2 i Ei HI f ! A I : H . IB 5 LOE BIE Ga linn i h i i : a TRY IE , 2% is i] Teiiial § il Wp nt i Je i i Fri ii I LH] | i a f] H ap mem CoE cl 2 ER . No - i of fi oo ; fp ESL H i i § 3 § : i i = 3 agus 8% 5 88% 5 323 253 23 S3E £322 3 3 gauz 2 GoI 38 £2 £853 8 J2zy {E] £8 388 ZEES i582 3 SEx £333 58 53 £228 & ] g4z 8 LE Sad B= bree = < HE = HE HEE : i Hi i,i4d7 3 EF RHE EY IEE FIRE 3 ii i il Bi E : fiz 3s z i i aa 10 0 ARN ; i Ah H H 1] g 5 3 H H Hl g = i» â = il EAE : 118 2 : Xx 5 HS Ey KER ee 1g . it ER x 3 a : | H HE |g FIE(GIE(E(E50E) (BEE Iolo [EEE é SERRE BAR HEE AA R EEE l¢ 3 BHR 5 A 6) 13 i . 8 H g g 5 H H Stig ed = irâ REEENRLE © | tel bell Le ee] ec me & | [EER RIA CIARA FE 980 i (auoN) sjuswiAeq (uo) sievorssajoid (auoN) sjerciddy Joug (auoN) ssajueseNg BoUBWIOMEY (aun) suompuog (suo) sajeq uoneolddy Sewwog jeuonppy TT erqemsop (ooi0Woou] ISRSY0 SNIENSIUWPY) SEIS SIND sequnNuosed 009928 nors3 TT ewquasweq 09EZS 004 TT Gun uosweq UEid aus Jolew adkL uoneaiddy 61ZLL AN NATHOONE 6LZLL AN NATHOONHE Sel# ssaippy [I 3AV HLEL 80â¬S eddy 3AV HLEL BOES _ SSRIPPY JAUMO 071 SONIGIOH WYITTIM Oey lueoiddy. O71 SONITOH WYITTIIM 0EÂ¥ Jaumo - TT lepiudiooqov euoz âsewenp, ââââââââââââââââââââââââââââââ 91 101 TN AID 8BueI0 1583 âEee woe "IS WYITIIA OEY 0NE00] SiSHOM uoneolddy pJeog Bujuue|d JaquinN josloig £8YS WX 98Y5-99Z (£26) â awe 1eloid 81010 PN 9BuBI) 1583 & 620062-L0Â¥ad Jequin uoneayddy BZeld IIBH AID ph iy S202/LL leq uoneaiiddy Aug ebuesQ yse3 2000201 Juvig:noqe â 557 0 920 su 5900 SL. EE 003 002 oT) fa ous edule 00 www ps OR ws J OF wow on OF wow i 00 wes sue 095 14 OF wos sevossaiig we ont follies sont 0g I nao Hn ga ww sono oL won = fd 219.100 pd 250 00 1 ORR Do ww uonedy A601 oz ww ppp bauer oz ww [rem Rd WRU NSPS AERO EID i 29828 SII OGY 6200-52-L0-VEd sous wos vonendoy peu) pp snneasIupy 3sIpPAD SARensIuIpY| NA Ro fi le] mw SIPPOUD FARERSIIPY 130 1 98ed ISI IANBASUPY ASI) OO SRR SUS HO SURG US SER PURPORT TET OR (5351340 94) Jo 5 Wasa Lo fo SPE UO 11 Sood FNRI WES SUL Sun WEI ON UE WSR eU0 S11 5 BUrSIGs Tupi Eien FR Ger Usnes ISIS 1 JT HPA A BUGS TRIE Ud ay 180 UR EULA Je $4998 EOI SUL. 9 P9s0dosd P9RGIGER 53 5 3515 U1 SAU SIEPUEIEIOPUN ASE I UAT 30 VT UE Waa) Jo} pons 30 150 pasos UE BUS âSAE AQ UGAEDOSSE SIUILASED SEUNG SUDILISY) PD I ION edo Tx on (suo pene) sak Auiadosd aus uo pasodod Jo Busia smel-Aq UOIIEOSSE âSIUAWDSED S1UERNO3 SUOLISDY TEER eevee OWE wide Tem elewon swosuswg eT ââ LT) www mw de Tm poe dewey LL âRuadosq alan UGH eRe oN WNL TOW POU WSL TE TE 49Um0 JO SS9pPY TIRE TWN {ueaidd wos Waray 4) SURO jo due SHOE avoydaray TT Guag0 Fewer MeN VOI So POW WSNEL 1693 078 Wedd JO SSa1ppy. TTT GmreAm oneonummon | aueiddyjoouen pomwansay loleaiddy I EY INVIIdaY AS G31314W02 38 OL S100 ASIN MIN JONVHO 15Â¥3 oe VZY1d TIVH ALD "35 a \ IONVYO L5Â¥3 40 ALD NOLLVNIA3130 ONINOZ GUYO8 SNINOZ ONY ONINNYIY erode Aeunoid Jo ce enoidde feuiy 000028 âSun 00 J9A0 âfercidde Aeunwijeud âueid ays (eRuapISaY I | wooueia ous oroioq soo) urewns vans v6STBOZHG # 0 SIOINSC0 00 SZ Z porary 7] 599 JLIaNS 01 (AGB 1-9BUEI0ISEIDUOSIEU Ue) UOSIaN woluer 935 | | 06 [u-2BUBIOISEAD SUI UOSEMY) SIO UOSEMY 89S IS I 00Z | woo i] EE SS A 1S RS TEE Smo sw sen] RR A as or oo TT Se ep en ee, pasedoig⢠:paunbay)Ausuag 0 LL so (or pasodoig ys, ipaunbay) Seqas piek ois 6200-52-L0-V8d # 3SVO 351950 pasodosg af Buiuoz Aq payinia) re PS â ' â Ere ee âââ eT] Tr = TT STSSITC (806) (shuoydopy, Pree] âY ET TNE TT i I. Im missy Fun : {| 3 ot ie rn comp en Uo AMERY Joie VI âolde wig PUN / LOALHOUY i Se 4 ma â io Fe va 304 oe gn i ; on 00 om enor ons | âTCO0-TIIUL) «opymsony | oh ie ene DTELa(Ee) CPUupL JIG NE Tt UY Ril din ST0L0 [N 98UPIQ) 150 1301S UOSLLIEH [ANOS TOT :SSUPPY [| 2m goa wet | = CeToose TT TW WONPPY PIER URN - NAANIONA | Sunn es be wie i â Ty Dâ 5 TT I Ss Teams a em [| Gs-065 (51g) âound TL 70140 (N HENON 900]] ig] âPIEASINOg puouikey ggo| SSUPPY | Shea ait Swans i 1 BP MT RN. * AINHOLLY | tenpiaipur TOSSOERELE) (Snuisand dusoureg [1] EOLE-18L(R1L) (Suda. i sony | Em wm on Rc sony TT 577 SuIpIoH We 06 PURN - INVOITdAY sw | RR :uoneusioyul 3923u0 EE â 1 LE CS TE FI CNS ST Fad eA 0 OP 7 SU FPS AE Kos As S03 0 S000 Eddy. â0950 posodoss ââ TS TSS GO Sy GT pi STL 0 ES 06 por Sp oR 7] pa oR 00 (5s Juasaag TTISEe0r EMVIOL gop ada appr Pamuesy isuosuamig RYFNOION | ANUNWW0) suoPEuBISIQ eld NSTI [eI F SUV-ACLL AGH (HHI Sutuoz TT ww TT Gimmie OWT gr wom mons wii 0gk Sip SSHPRY 10S :uoeuuoju] Auadoid 3oalqng TTA ies To aa wan To ano sone joo | OIRO pg Dâ TC {SIC AAS PANPIRS. 1085-9¢¥ (â¬L6) xed â TAT eyora TET bana | IEW) sop, a 200 0 | â§7og0 fN WONBIL TOM TIT 107 asnuasuey) 0 TT pro WAR] JI 028 SSMPPY preâ 0 SRR 1 [SRApIOLE EN OE PWN LE TTTTh apy among Koso won © RE S205 sa] o-aug #ow Tenuapisnl aN A, âtwsodosg jo AL uopvuopup uwoyddy TAINO A450 AD1440 SALATANOD LSITIOTHO MATATY Vd ALIS Â¥ NOLLYOITAAY ASN ANVT cm Juamdopaaag put Supuueig âAoijod Jo yuounedaq 03 a8ueIQ Ise Jo AD GE v Bur 1503 JO AD 10193[10) XBL 24 JO WO âwwa fqpum â TT wyddy 201 Yoolg a ssaippy Auadoid POINPOSS 29301 01 352 PIOUSISYaI NOG A FUIMOIE Ul HOO OU SY 200 SH EHD Kod 1 Aiteuonippy âvod su Jo Buty 2 0 sod pred ua 28vy Ado PITS 4) U0 AN ST IP Te 3 | NOLLYLIIIYAD NOLIATIO) XVL uadoad 0 s9umo 0 Swe 1g â TT meds MST SUM Pend dmoy TT eA TS ow a10joq PQS PUR 0) LORS uonpeoy299 sa ws smu sound 49033 Ag9uLIE 51 I9UNO 94) J WONT) SY) UBS 1S 39 S1ea0103 Pozo UE âuoNT1010 © 5 190 3) 1] WENGE 2) DIM. | JI SIE AWTS A) Uf WSL up pus âspew suoneusaxds 24) âworodds ous Ka Pung 2 0) 3458 | Ie puUE vod sp Yeu 01 WHA 1 pazuiowne Hvuy | eqs âwoneonde su 30-5904 341 St pry Kos a4 JO UNO PIO FY WE | TD JI | | NOLLVDLILLÂ¥AD INHO ALYTOÂ¥d EE TI ye jo wey wig. IE TEaL amon jo awe ys TT ST ams HY meas Se oT umf sokw 14 Saul 230129 PaquISANS put 0) WON Fuopesya99 sup us snus soupavd u39033 ® tdysaounsed v st yuroydde oq) J] âUONEILIYD SHY) USS ISN 1990 AIBI00I03 PIZOYINE UE wOTIOId © st usoydde ous gg] âwonesodiory ay 103 uonedds up ES 01 pozUOYNE we | 1 pu WEE diysiaued 4 Jo oud [EUs v we | ey) Jo WEAds 00d JO BOO UP WE | 04) 40 Wee [ENPIAIpUL 0 we 303) 1433 590m) | 51) 1 POLILIGNS SIPLIE OY) PUP SSOTRIS AUIORaI0) A I * SETI NI | ANNIE TI wey ug EE rw prorat il samedi wuisd Surpiing © jo souensst pus (saoidds uunsn{pe Jo prog 0 piroq Furuueyd [edo 0) 0d OP 30 101 [IN HON INS âpaainbas 2 bw OH EOpowI ey pu SMANAS Jo 24K) PU UOTE] JO STR A) SSPPE 015 $5330: MANNY UTI 1S 241 J0 1211 24) Te PUEISISPUN | 1934109 Pit 191105 st POLILANS UNECE 4) 64) 1 WENT 34) 1 NOLLYIALINTD INVOITddY SuopEoyRIaD 939]duI0D :do)S YNod Suopenores sre wiors oy sew sea Kwa x Spm open suo owes 0 uonoydde mo on eras ae oy J SU EU 100 OTEASIURDY 50) PUT GUHA S50 âmofo WH 989 30 UNA i A003 1) 0 IPR uopEuLIoju] [EUORIPPY JoujeD :dejs PAUL SRULOIB IR SPRINILBOPOUIO Geae-¢l1-0) awa rye) Aq pony 577 âsbuipion weiiim Bev wid TEUBLZIOE or â¬8E poy 1980S WEIIIM 0Ep-8Ly SS MPPY Sudo PITS P3230 01 5 ANE) 38001 41 TOS 1 OI 0 TY S950 5 > ASOD word 1g 0 Fun 341 1 01d pred u3og 34ry Cisdoid 530s i 00 np SNE I 94) 40 | NOLLVOLILLNA> YOLOTTI0) NV pr nana Caer 0 Joop L005 PUSS PU 0 ion FUORIES 143 SA Us sm oun 83035 AULT 1311900 011 ONE SH) SS 80 33040 SIEAOD PaZHIONINE Wr ONEADAIOD Â¥ 51 INUND U1 JH âWENA S43 S30 | J 0 SL STS 4 01 00153) U1 pu âapr suns âonde 1 Ka Puno 3 01 SF | 4) PU douse St SY 01 LHe VIE NE Gon SH Jo 159608 131 1 Sudo] 0 Su papas 4) 04) 000 | NOLLVDLILLIA) Â¥INMO LYONS a Sana aro âu em 0 3030 rans pur or on Foon SH Hs 50 Sound peau dgssouL IE SpE Su) 1 ONES) Si) HS Inu 133440 aio 0s POON ur on10d03 Â¥ 1 Eade us 1] oro 4: fo UoEHE 3 USI 01 pO we | 184) PUT nde sie 4s Jo sed (ES 10 âde Sodio 41 Jo Sug 0 wr | wa 0 Wee ETPLAIDL 0 We 1 16 SH SLI | I DALIAN SELES 2) PUT SHIN uoT00) 3 1) 3 | I âââ wssd Supping Jo 30S put Eds IDE Jo io 40 poy uuu edna o1 sod 6p 34 106 [in Yon 21S PAS Et GOI TE) PU STI 0 0K) PU GRO 0 Sonn SDE 0 S330] AAS Url OU 1 0 JIE SH) IE PUES | 1991105 pr SLO S PIGS SOE 41) S33 ESA 01 | NOLL OLIN) INDI day SUORESURIS) ejerduio) dels HNO SUOEIIES S16 0S wot SES SEN ET Ly ââââ onde 10 0 erp 3 1 EN 0 ONY 51) OY UL AHI SE SOF 1 Jo ned do (1) 0 Sp uopRULIOju| [SUORIPPY Joep idols PIL v aBueiQ 1503 JO £11 âSO1IYI0D) XEL 31 JO IO awa :4q pagnaa) â TT awanddy 01 poi, TT ssauppy wdoud POMP SE P2220:d 01 2552 POU INOS A) FUNOLIE Uf UOMO Of SEY JO SH 14D AJ) 1*Aiteuomppy âuonwaydds sus Jo uy up 01 101d pred 123g any Auiodoud 13S 1 U0 AMP ST [F 0 AY9I | NOLLYOLILLIAD YOLDATION XV âado 10 130M0 Jo HEN 101d. â TR] ams âT ET ETT oA TT a 21015 PAINS DUE ONS oz Ll BARE SEIS [-uoeoy119> sy us snus soured [eaousd v âdpyssounsed © sp 19uno 3) J] WONT) SH) UBS Ma 93]g0 110105 pazssoqIne ue âwoni0d10 © st sumo ayy Ji] WENA 4 AI | 1 ST OUT WES A) UL VOI up pue âape suonviusaidas au) âuoneaiidds au Aq punoq 5q 0) 34 | Tey pur uonkandde Si yeu 0 edd up pozyoune Avy | ea âwoneaidd Si 10 1S 2H) St WPI ALON aN) JO JUNO PIPI0I 3 WE | EE ADI | NOLLYLILLNZ) HANHO ALUTIONd Sutydd jo Sure upg SVR 5%, sfheiou jo owe wud samedi Jf Penatmon Zw SoA Ty snowy fous pn wows Fuoneo23 sp us sm soupavd rious © dssoupied © sp yuEondde ay) JJ âUONEII SI) USS JSI 9210 INE00I0> PIEIOPINE UE uorjE10diod © sy Jumoydde au J1] âuoneiodiosy au sof uonwaydde USS 01 PZLOYNE we | ws pue ede duysivued 4p Jo sowed [EUS © we | wy Jo Weds 2rei0dI0 1 Jo PAO UE WE | 1) 10 WeHAdE [EPI 4) we 11000 AJ 394LIN | DN AFP PIIGNS SPLINT A) PUT STATIS FuIOT10] 4) 10) 411 FO7wRY 7 FOR AIH | fi) ron swe ua TT GUO %0 wa amps uid Supping © jo aouemssy pup aosdde uusnipe Jo prog 10 prog Sued [dorm 0 46tid U0 4 10U [1 HON NS âpans aq Kew UONROIPO 164) PU SUTNAIS J0 HA) PUP WOME JO STR 3 SSPE 0 St 553901 MANY UTI 30S 241 J0 1 21 0 PUESIOPU | 192110 pie 391009 St PINS ONTO UY Te AJ WEN 0 | Now SUORESLIISD 930100) als UMNOL supe) ves wos Moy ve sen Sra Spm swe suomi we 0 woe mos on rojas a Ao 31 SUE EE IUD 10 SOTASIURIDY 957) PUT UL, SIGE S52 NOI WM 139 10 UONEIHAde i Add (1) 200 Ip UOREWLIOUI [EUORIPPY 19UIED 3093S PAUL . adINga © AIAOUdV © iParoadde 10 Parudp IsEd IY) SEAN TT uondopr/Suuway jo a1ep ssi aseard âos Jy oNX SHAD ipavoq aus 210j9q pavay uaaq uopEaydde sy) SEE TT pumas pr um S610 WPI AISI ABI) Ee TAO UB I aS Ee Ts Sea pe IsE-Qissiop âS'N] 930304) 190215 Fupgav 101 405 wwsiad 650 9uenssy 1990 Ipe-assior SONI [L9-ass:op 'S'"N] [ea0addy asp) ewontpuo)y (PoL-ass:or "STN (sn) Jong dwenEs 1@P0L-ass:op 'S'1N] (Uaudq [enueIsqns) Ja1RY dueLIEA X [(1202-ss:0r STN] (@ruspaey) jory duees la0-ass:0r's'N] wonsang) ead jo uoneaadaanug durupiQ) 10 deg [v0L-ASS:08 "STN 299) dAnENSIUIWPY uk Jo nop raddy - ewmwguT - usnbaioj uostay (arquandde jy) saseqq] eaosddy werd ang rug x 7 Giquaydde yy) saseg] jeaoaddy eid ms Civayuaig ⬠âmao 6-M pausis put pajadwo) v9 X wou) Eno aul 8 3A8Y 10 POD 24 PINOY owl ow 19900id an0K 01 Add 10u 0p rey sw ay nop uy © Fund aig wed 2S MOK w0 par SEIT ISDS MOA VELA SNS AR I WD YE 10 FA) SUeLd IWS (9) XIS WUD â SUE MS SX âwae 30g i Sad SIGuSSE 01 Fuad J AN0p Sy) APIO FqEINI Ade JT - Wao FeIUOSY F 5) âAundoid a0qns 31 SPIAPTS 01 weld 0S 31 WIWN30P Si IO GENE JT ~ uoEIAdy UOISMPANS [1 ârec are $92 1 Sumeoupus 12001 uss PoPLAOId 5G [1 MOA IBUEIQ 15 JO KD 1 91quAtd 3pi0 A3UOW 40 99D YUTQ PAID TIA VOISSKUTS OTANI Jo a 2 $39) IP ATA ~ 9 T âpozumou are suo paubas IF 20S YEN âDIOS 24) JO UND ULM SU JO UMEUFIS PUT SSPE âOUT 24) NIV] â wopENAdy TX ONS SI Ut OREO A4qEIHAd [12 OM P3$2301d 54 LON II WOMEN m0 Furssanoid oj Suraurig AISUGRIAWO? JO UOISIALCE 2) 01 MOP PASI] SWIM! A i Fue Ped (1) UO TUGRS STIL SINT JO PAIN 3934oed uonEaIIddy JGNS § SZIUEBIQ (d9)S PUOISS âPoE UE pa10u 2q 151 SIUAWISES [7 ~ 9a WAN Jo do) Xx WAND 10] IOIO BUOZ O01 01 96%, 71s 409 rd 3s uo dpiaoid â werd Ms TX âsueid ays pue woneoydde mos yu Suore Suuurlg nSUYRIAO) JO UOISIAC] 3) OF WO. UORULLIC FuoZ HGR PSS 1 WONPIDIDP uuoz 4 nun pawatAs AIIEOK91 20 100 [1m urd 21S M0 âSIO FU0Z 2 01 24qES0d SE AED SE AM UOTE Sutoz ou uns Surdde Te) PAPULIONDI S13] IIT] AIL) JO 001 (6) Pi AP U0 dowd Audoig JO WWITIa] 0 Ur PA] SE OO SI âULi0} VONTILP FOZ ATWO PUT SUT AS MAA [1M WON 99UJ0 Fuuo7 Fue 15] 41 01 Wo} PHONON: HW WIRD ~ Wo UOPEUMWINQ Fuwoz âX suing Sunopgof ous fo So [ âwounouddy 350 uD ISPD WO UDI FNS WN HGHS SOI © 10g Bunofiod 0/puv [oS 0 sp pacui09aa aq 1 10) ays ys aon sou 51 draodoad 0 fo aor Bumaaud ays 10 sniaanoudus 4ayio 40 ssausng 2snoy Hupsixa ww Fuso ao âsuonEdydds soud Aue on oof Apsnoad sy Aviadod soyays ( Kudo 1afqns 1e soniano pasodoud Jo 25m ap (¢ 29por) wdOPAS PUR 257) PUTT 3BUEI() 1571 PAIOPR A) I UPLLIOJUO3 Ut 5 10] A 10U 10 IAM (2 SUOISTIP 10] (] THI moy soupy Ape 310 Buruo7 1 WOPULIIRP Sy Fupyew uf HUE) 19T J0 AD A) JO SE Furoz DA SOUTUOJUO UF 100 5110 51 PUTA SUOISUIP 10] Pu 251 Pasodoid A) SN SHAWN II TZ uopeuLoju| BujuoZ [307 BuIPIING UIEIAO :de)s Isitd âS59201d Fugieay pieoq [edo pu maps ued 2 [I 4) Ui PEA P30 01 WEA NOK âuadoud mo jo Fuoz ap nowy nox oad au 01 55300 692] AT OAT wonruwojut 0] Fupng [28] 1 AY nO â1 ep ams a1 0 [un Idd 10u 01 TAVCANLERINON St 24 Uonwanddy 241: NOLLAVO (unos 93 10 uo} wor Fut 290), 557 rams diy s71gs ($904 PIsORUT BUEAQ 11 J0 AIL 30) 01 (gE SIPI0 UO 10 HPI HUTA PAIK MUN ~ (VITA NOLLVOITAY © S911 410A 0 £003 © A221 âPUD 1 1 SZLTIO PUP ATP âUS 0) NS 26] âOILASIIWPY 35) PUT 0 0 won SRY PaO Pui (1) U0 Kddns 01 Pau [1 10K ~ NOLLYOITAY Â¥ LSITIOTHD © SUMOTIO} 4) IPN 01 nS 4 âSAIS HSU) YUL NOS WAY PAPI 4 [1 SWANK FS AS TE [ETI PUT UID [11 OTRSIIDY 257) PUT SW âWonEOy patsanbas Kidd PUE ISRO A ul PIAS] dns IF MONO: âsuoponnsul < - Alva M3GWON NOLLNTOSTI | WHINIONS ALD SRIF) ALD fi AMVLTUOES QUVOH NOSYIJUIVHO INTWLSNLAY 40 auvod oc 40 AVA HL NO ATH ONILIIN Vf LV HONVAO LSVA 40 ALID FHL 40 INIWISIAY JO QUVOH dHL Ad JIAOÂ¥d4V | HVA WASWON NOLLNTOSTY | MIANIONT ALD RETO ALD AMVLTDIS QUVOH NOSHIAUIVHD GUVOH ONINNV'IA 0c doAvd HL NO aH ONAN | | V LV GONVAO LSVA 40 ALI) FHL 40 GUVOH ONINNY'Td FHL Af GIAOUAY OT STIEIS WH OTS IWS Sepia pus eps ârps. skect dvpraodont Wd 0: Ue 055 ATPL UENO) ATPUOI SOF 9010 1020 IN 930810 15 âweg I A) py Bunuuelg suo 10 WISIN WARKOAR PU FUT âE310 JO WOW FF) BE 0 AID IPH AD JO PAT INCT om] LLoreL9 (626) xe a WOSN {Sue HonESupY 930 PUTT SNOTISTNO FIT TOVINOD âopus Sutseay oq uo owsswd Soe ou $30p TPE 110-103, 41 Aq [FHIUGNS âPAIAPISUO3 24 01 SF OREN HU YM Te Funaous oy 0 dod sep ssauisnq (1) UY 19] 1 AOIA 10) Buu SAISUERI0?) JO WOISINICL 4) 0) PAID 4 PINOS PUT $131) AIL) M1 JO DUI) 401 pia poIY 59 150 woNEIURUNS0P Furpioddns yi wOTEAde WL PIM YE JO SATS PUT SKE. UO $1 JO ~dosp uoneayddy awdona) pu Furst âKao Jo ANIA] A wt PANE] st YPN Future sud) JO UOISIAICI U1 Ut JOTRASIURGPY 351) PUT 4p 01 Suid aus pu $23) âomeoijdde 9s PUT] / IUD MAS SIR WWI uoissiuiqns uoneonddy dois WXIS paidutos powsap oq 1 onde au 210539 Paty 99 150 wonsanand Jo jooad pus sid 230 150d âsiumo Apadoad [Iv wo 24rI3s Jo AVPUJE UY J0JBISIUIPY 357) PUF' 94) Aq POINPOYDS NTP FuLieay au) 0) douid STP 0] 1583 16 PAYSITE 2q ISN SIUM0 PARE 3) UO MAIS UONEdNOU du) pur onuqnd 1, AGAdE Jt WS 1 Ip DIM WO UTADA) AH) JO SONS A J 150 ON WORE SI 10 199KTS up 5 ory âAyirdoid 40 JO SUOMYP [PU 193] (OT WPI PUT AIS 24) UY PANES] SrEDNnp XE WALD A UO wwoys sv Kuadond P21 IP JO uno 201 01 popu 5q on pur sadrdswou oi up ur eadde on 2on0N uignd a Jo doo ® yoemy 2910N :de3s uid 9 uous - EE EE EE - - Ts - + 1 gl Jouiun 10 19 SE 10 PANIID 2q pom Aa pu AIS] q PINON 2DUEULPIO0 AMOS Ui MAFAH Ue] ANS 10] SPIEPULIS AIBUOHRIISIP AU JO YOU LAN MAIATE NVI ALIS HOA STUVANV.LS IONVNIGHO AHL 3UV pap jo wound 0 wp Jo wound © S090 Xe jo Woundaq wowssassy xe jo wudaq 0 aug jo wounedoq 0 our Auadosg Jo wowdad 0 Spop 214d Jo wounded 0 ududoaraq pus Fupuueig âKoiod Jo wR TO *SADNIDY TVIO'T ONIMOTIO HL WOU GIATIDT NIFE SINIWKOD FAVH INO 357 AD1A40 - ALLINNOD AHOSIAGY HdS SEU vr mr [er zoo FT Pr ââââ nS TS RL onto amo 3 uo pp 09.9, 0 oo rs 3 in rh fa , wt 1 FBAIIO âSUD Si JO UORROUSSRR XBL 944 13} X0Q eudo.de wio4 jo esoding #40 309 PIOUS Kiiue PAIRS © 510) OT) UY âOUI SIL 5901 WO) §-3 PUB 2-3 SINPIUIS J) SUORONASY| AS.UIIEY SOE GUARDAR SHH SAN Hg SOE ry oui 0e S3ipun Sonpouss iodues of peurba, oq fou suid MBN SJeum eS Sp rea NOES so Tm . frickin timid asad sr 0 pains fa mie ey a a of By PARR Ln on sr 4 1) 0 es as or soto 3 54 ude eran ona Rao eat ch An Sn 328 5 soos Oe Co Sa AUS AD S50 AS 00018 ASE or mea ma ra os por in ro na vs Soo suoponAsuj e1ouD i D P=! * wound sn | 8IOH 76/51 [8S ) ERIE A ad Apr AGING 77 rms wd rer pe 4 Yul ur oats YPVIPU UE 0} SLOG? JQ0P JO UOREYEUES A380 PRIS JO JSLIOURGE 10 UORSIBE. md my So 23 5 595 ee 8 oUF 5D TAR noe abot oe tS oh 50 18 AF Ro a 50 5 aH AAR RI or Bo OLY, a 00 114 B50 8) So PRT ERBES OLY 3 a os ee sosd51 i 0 518 U8 © sn Buprosan mo sors Abr 00 nm 05 0 FAD 050A OS 11 Bo de Sos OG Sones ns 1 oh oo (3 op GS Foe ut 1 Se an 5 SPE 8 2 on pe 2.5 QU} S11) SA ALR 753 fo 0 $1 00 POUL 4 Ey oneoes JIE] [s[s]e[ [:]2] n [2[e] A pp pâ um cH 295 O88 SI 05S 1 eR O01 : pa 40 0186 oy mo ves "equinu ® ane 100 0p NOK i (NZ) QUIN LONBOYUOP) RAOKKLS OK 8 1 âSa -M- io ved 1 SOBA 0 0 Hi DASA 0 HOO O08 HI AES 101 ono SS ns os 950 7k ARS 1a) TROND 5 Sop Se ââ 1 I TCA rp Th Ro (i For one ep1 54edve] JEEZ mon sours arzit anwiooo oraz neo 8 Sat 315 3A HASH 00S] rn ââ orn so (sure 0 0 oe toon mcm nso 3 | § (roms omen 50739, |D sons cn rg os 5 Bn Sn 1 er a PHyEO gettost & pO) ORROUEEE HEL Si 58. PUUD PUR JTL. PUNE 20 WAIETL. 0 EIA. PUKING NOK BE 908 0 if OE ee |e IY soo ois i et JO civmpirion ene BE eye | sts oa Sr ri ih SBD nS a STO SHES 3 Farr yee S| [Ep â imams 4 airs 3 nton 5 Seopa maa 3 v1 C1 strom | SL [) ning () sowodons [) someon [) mesons 0 ; er ano Sy io aon porous | snes nave sume ns son rong sa spss ag on SRS Ee | ve copa sun ppt Saupiod Ge 0 [ER onto 5 1 a pS Ad pA AR + ing ain ons eo PRT SAAT og RS Pââ ETT ârr Th 10000 âmisenbos UOJJEOYILIEY PUE JOGUINN UOREOUAP] [re eâ" 41%; io shy Jokedxey oj 3sanboy 6-Mm « oes at ge Fong, won Yon gph SR âISIN he -5¢- 10 -va A we 2 52.84 11200001208 w2 002 RE â BL rm} Erm â onan Pââ awoosezs SHTIO0 001107 CNY G3HONII XIS GNYSTOHL XI-ALNBL co ym. sonvuisvasonD ol siz A AIOOUS Ap noo Fe seqamiso wa owt oe any GF ses ne aoe odaLnees om ancus Som RR MEEMTIIBSL HLEOOOOMMON MhBL51EI2 Mba =0 ra lS SE ey eer son RAR | eg on lef REA i âWN HINVE SVHO NYOOWAI seweso £ 005242 $ SLN3O 00 ONY SHYTI0Q 314 ALNSML GIHANNH INO ONVSNOHL OML *Aed | 4040pi0 JONVYO LSVI 40 ALIO europhed { : "ONI SÂ¥3QTING 3NOLS INN HoMiwiey | Com LL mies | S20IOGEO] OL... 5 ! 865189256 Se GO FASVHD { Er ase rr WOBMO SUBINEYD. joe Man in worst J âââ aaa aun wos vas iv 0TH ONITLS FALSITY NAD N35 10 40V0 ST UO OVI INTH01 3315 340 dora sutd hos 1000s Em ~ S wns TT rs TE re ars «PLT Ee me Zl Cd los" Lev'te. IHL AUTRE 3LNLS | ea ne 51 sow Crotalus Foy aus semua pres N Junowry [Blof End 0006S [SST epasung ome | A000 x35 EN ââ [| tes Conn upon season er â pp) ave WOBSEGOS foo 350 ew0. ryâ SLI TANGK GATE OND Â¥HLATNLDVIN 4a $9% Xenon) t 0£1 NOOX - STHODTY 40 TIVH Pr ââ [RTA pasen SIOVOLIOW Â¥ SAFI 40 YALSIOIA AINNOO X3SST Soa som sop 10048 Aewiung JueLn20q 1e1siBoy Ao Xessa E) PR EE CT I TT SZ iS; I I I EE EE nid " > ] I = SE I 2 LSOLOIN AL AAISNVHL NOINA âI LINN Lsu1s Husy $01 OTT LI0L0 15TULS WVITTIM 819 AXTVRA WOUL a En ââ TE I EE EE EE ECT 100g Aewwng juewndoq selsiBey Aunog xess3 LE) -tesnor JbTH Aeasns syeanode ue se 70 proce jo ssourutpro Tedrorums 10 seouPuTpIO. Butuos STaroTTdde âAue 31 PI05aT 30 SUOTIOTIASET BUS SIUSUSSEs oF 305 (dNS â65881012028 usunizsur se 30T330 §,193sTHay Ajunod x9ss3 YI UT [207 â61 ATenigeg Pap10081 pue 1207 âer Alenuep peep âaBUTS âIBUUTAS H IndITY Jo boaq AG UreNow 30307 Us 03 PoRenuos SosTUSIA Ses SUI ONIZH âL10t0 Kosisp MeN âobupio sed 330335 WETITTH 8b out Aruowiod + 300704 370d opem pu 030xeY PSUERIT Ay os 905 157 uoradyaossp TeBT sup âAesaer may 30 aieTypUe KOSST FO AIUN0D â3Buez0 1583 JO AITO SUI UT PUST SU3 UQWSRINIGNIIS Pue SBUTPTTNG - (oraeortade Bx oq osu) pos sua 30 3% us uo STaETTeAT ST ToqunY GONBIH3TIET KoA A115407d ON O on aunoaoy âon 301 £95 âoN %00Ta abur10 3503 30 ATTNATO TUT NAY +n eouszozen dem Xo, A SYWTTOO (00°000âSLGS) ANVSAOHL 3ALI ALNIAZS QIMANOH 3ALS FO 3 10] apeu ST Iajsuell Styl -aajuery S03 Moteq pedirosep Waxsdord sua. (30. arusieume sio3euera) skaauoo pue ey ayy "drysasumo JO IeFSUEIL -onoqe poSTT seOIEIS Tre pue os ues TRUS 097030, PU 4703uETD, SPIN SUL âacauers ous se 01 porzozox REVELL 110% oN âUATHOOT8 â30038 0S 116 3° PoIeo0T Sraowwer war awe +303uea0 aya se 03 poTIOFeT âLa0L0 AesTar mow âA310 uoTUN âT 3TUN â398335 Gh 001 3⬠PeIEcOT âAuedwod AITTTAETT PoaTayT Koster WON © âOT L10LO JAS WOITIIN STV NEEMIAR Ta Gp gporery wo paresis 3 2207) uoaeH uo Spm ST PSO STUL am OYIANIIEO "W NIATLS . HSI MANNE, cawvamua J âââ rvs Jrâ WT A luo sas0dind [euoneuLIOjul 10} S| UONRUBISIP SSAIPPE 191s a1 1BUBISAP Y00IG PUB 10°] XBL BAOGE ALL 4 A â res at hang sel "Kuo 9buesQ ise3 Auediownyy Xs53 :Aunog. 3 rvs ibrecloed] âONINNID38 jo 308d pu wiod ous Na 15a SPU009S G5 Sa 80 S928 LZ UNOS 02 107 £9⬠%O0Ig JO aU] APaISIMULIOU a Uj 199) §5°8 1583 SPURS ZG SALI HO S92IBEP 9 WINOS 'Y wovouz 1077 £9 OOK JO aUN ApaISamUINOS Wwiod © 0} 193) S0'ZY 153 SPUCORS ZG SAINUIL 05 S98IBAP #9 YINOS § J 16160 10110 on Ars foRy Tio 11g vc 503 5000860 SoA Z 550000 35 en 80UBY) â81 10] £9⬠%00I8 JO Bul ARISERUINOS BY} U1 Juiod ⬠0} 199) Zg'Â¥ ISOM Uw Z0 $99169p £9 UNON 1931S WENN JO Kem-J0-IuOu Apaiseaubiou ay) Buory â| souay) âBlipuny wiod BuiuiBaq PIES Ws) pue (9pm 198) 00'0) 198AIS INUIEA ION JO Aem-jo-1bu A21SaMULOU aU) PUB 1311S WEN JO KeM-jo-1UBU Ai2ISEaLIOU aU) JO UOISIALU] aU) WO) 193) Z9'Z8L Weisip Buia uiod PIES â(api 193) 00°05) 19R1IS WEA JO Aem-jo-14BU Apaiseauuou au uf uiod ⬠12 ONINNIOIS nor 'S8 Paquosap ApeInaied iow 6ujaq KISISr MAN JO IRIS "X55 JO AIUnoD âaBuBIO 1583 Jo AKO au) Ul Bureq. pu Bulk] âalenys âPalas U0asaU) SIWALIBAOIIUN PUB SBUIPING BU} UM âuel JO [eosed JO IDE 10] LIENS 18 IY cess onions NOLLJIÂ¥OS3A O31 V IINAIHOS AAVIOD FONVANSNI TTL TYNOLLYN OrENday 710 10} aby sy O71 °LOVHLSaY JAISYIAN TE STR... ~~ GZvaavI Lay fs) vo doi ~ = 5) laf, as AI a ER Qn A i pig Se SS RE a arr rg rm aââââââââââââ rrr a dt pe ma I A rie âââââ ROU ivi ohio Soko trber or or BAL 4 ââ- rp w * mr a TIM rr SN i co io) 1) porns oo oe sl) WA OL, [] Dr rs 3 1 A rs te erm snag eg ong oe SSA Coa 39 0 IS 10 KS 2 Eu IR I DP Jo FINE ade soy 20 SORSIED SHS [] oo mame ââââ or + SS, Wl wââââââââei tI ost corpo Yor Be os oon Cn of us iy opens EP RE TE â~ a I x TOGREY Nommmariih wt swepumeniiot ee Sri ERTS â~âââ _â mes w 5 â 2 wr EL TI iTS Hm, a = ââââ = ont wot Aeszap @N Jo me le Asuioizy uy PAT Wi (*G-GT:9p "Â¥'S'L'N UT PIUTISP ST UOTIRIPISUOD PL TAN A TR Tg ut Loci soca at Ia Aube Bend ip Retipo ages OTT LTOLO seor3s WETTTIN 810 0 TaqueN âOTT Aueduoy fax EE proon AL gon ld (on Ain. = rr Mel ATTeuosiad âOTIATLIA STHHD â2202 * Py 2°03 AITLNED © 2D Xdssd 30 ALNOOD ~ saver wan 0 Tuas â NE â J ~~ oquz âoziau ouaalifsuo wy nzpzas xoque_or suum Sufahaadd,n danas â '# OX sx v / out meeanc CBs savHe wan 118 J rr Ra siwis wetriin oth fsa abed 3sITy ay3 jo doj Sy3 Ie 2Iep IY3 JO SB SIOJURIH ays Aq o3 peiselie pue paubrs ST peed STYL -seanjeubrs + (x03ue79 oy ISuUTEHE PaIaIus aq 03 JusuBPN( © BUTMOTTE To ebebizow yr oy AeA AA fren ostwoad STYL "(9-pi9F âÂ¥W'S'L'N) .SIOB SI0JURIb 03 SE JURUIAOD, © patTeo ST sstuoxd styl -A3iadoxd aya Tequnous 03 30° OU Bu0p SU (73 flrng 199135 puodes Z17 TOIL NunI3y 7 Woody ONIGNITED âW $ = yong) 8[ITI JO 133: 3 2) 103 pred aq 03 10 pred UOTILISPTSUOD ut paweu A3TIys ©) 308 ay1 Se jUSUNIISUT STYI PaIndaXd (9) 20025 wer gS so 10auan â11 Auvduop Kaaodoia Koszer mon 30 sa0quon se SUT STU PaIND9XB PIP PUe 03 pezrioyine sem (q) ATTeuosiod âOZWMAWH LLWW â220 â , UPI UO BUI AILINED I FS | li iy i El al Iq CH ef! i [1 a ey AEA i i lise CC 8 3 i aco ii l= TREN Cf J JEN i js LEI 4 HR EE il = AT i SE mal La | FHA] Villy = p hE bhi H HE LL ra, | es HHH] LI iE LB oly | eT E : HH HELE oF) Tas â - + = ( | =) i A , EH SIN Ll Ez Traffic Impact Study ________________________________________________________________________________ Proposed Multi-Family Residential Development Block 363, Lots 16, 17, 18, and 19 City of East Orange Essex County, New Jersey Prepared for: 430 William Holdings LLC Date: October 28, 2025 SE&D Job Number: RUT-250375 _____________________ Matthew J. Seckler, PE, PP, PTOE Principal NJ P.E. License No. 48731 _____________________ Andrew J. Vischio, PE, PTOE Senior Project Manager NJ P.E. License No. 51859 92 Park Ave Rutherford, NJ 07070 � STONEFIELD ENGINE ERING & DESIGN, LLC PROP OSED MULTI-FAMILY RESIDENTIAL DEVEL OPMENT CITY OF EAST ORANGE, ESSEX COUNTY, NEW JERSEY i TABLE OF CONTENTS INTRODUCTION ......................................................................................................................... 1 METHODOLOGY ......................................................................................................................... 1 2025 EXISTING CONDITION .................................................................................................... 1 2025 Existing Roadway Conditions ............................................................................................................... 1 2025 Existing Transit Service .......................................................................................................................... 2 2025 Existing Traffic Volumes ......................................................................................................................... 3 2025 Existing LOS/Capacity Analysis............................................................................................................. 3 2027 NO-BUILD CONDITION ................................................................................................... 3 Background Growth .......................................................................................................................................... 3 2027 No-Build Traffic Volumes ...................................................................................................................... 4 2027 No-Build LOS/Capacity Analysis .......................................................................................................... 4 2027 BUILD CONDITION ........................................................................................................... 4 Trip Generation .................................................................................................................................................. 4 Trip Assignment/Distribution .......................................................................................................................... 5 2027 Build Traffic Volumes .............................................................................................................................. 5 2027 Build LOS/Capacity Analysis ................................................................................................................. 5 SITE CIRCULATION/PARKING SUPPLY ................................................................................. 5 CONCLUSIONS ........................................................................................................................... 6� STONEFIELD ENGINE ERING & DESIGN, LLC PROP OSED MULTI-FAMILY RESIDENTIAL DEVEL OPMENT CITY OF EAST ORANGE, ESSEX COUNTY, NEW JERSEY ii TECHNICAL APPENDIX LEVEL OF SERVICE/AVERAGE CONTROL DELAY CRITERIA Table A1: Comparative Level of Service (Delay) Table TURNING MOVEMENT COUNT DATA Intersection of North Clinton Street & William Street FIGURES Figure 1 â Site Location Map Figure 2 â 2025 Existing Traffic Volumes Figure 3 â 2027 No-Build Traffic Volumes Figure 4 â Site-Generated Traffic Volumes Figure 5 â 2027 Build Traffic Volumes HIGHWAY CAPACITY ANALYSIS DETAIL SHEETS 2025 Existing Traffic Conditions 2027 No-Build Traffic Conditions 2027 Build Traffic Conditions TRAFFIC SIGNAL TIMING DIRECTIVE Intersection of North Clinton Street & William Street � STONEFIELD ENGINE ERING & DESIGN, LLC PROP OSED MULTI-FAMILY RESIDENTIAL DEVEL OPMENT CITY OF EAST ORANGE, ESSEX COUNTY, NEW JERSEY 1 INTRODUCTION This Traffic Impact Study was prepared to investigate the potential impacts of the proposed multi-family residential development on the adjacent roadway network. The subject property is located at the northeasterly quadrant of the intersection of North Clinton Street and William Street in the City of East Orange, Essex County, New Jersey. The site location is shown on appended Figure 1. The subject property is designated as Block 363, Lots 16, 17, 18, and 19 as depicted on the City of East Orange Tax Map. The site has approximately 106 feet of frontage along North Clinton Street and approximately 250 feet of frontage along William Street. The existing site is occupied by three (3) residential dwellings and an auto repair shop with associated parking lot. Access is presently provided via four (4) driveways and one (1) curb cut along William Street and two (2) curb cuts along North Clinton Street. Under the proposed development program, the existing structures would be razed and a seven (7)-story multi-family residential development consisting of 115 dwelling units with ground-floor and basement-level parking garages would be constructed. Access is proposed via one (1) full-movement driveway along North Clinton Street. METHODOLOGY Stonefield Engineering & Design, LLC has prepared this Traffic Impact Study in accordance with the recommended guidelines and practices outlined by the Institute of Transportation Engineers (ITE) within Transportation Impact Analyses for Site Development. A detailed field investigation was performed to assess the existing conditions of the adjacent roadway network. A data collection effort was completed to identify the existing traffic volumes at the study intersections to serve as a base for the traffic analyses. Capacity analysis, a procedure used to estimate the traffic-carrying ability of roadway facilities over a range of defined operating conditions, was performed using the Highway Capacity Manual, 7th Edition (HCM) and the Synchro 12 Software for all study conditions to assess the roadway operations. 2025 EXISTING CONDITION 2025 EXISTING ROADWAY CONDITIONS The proposed multi-family residential development is located at the northeasterly quadrant of the intersection of North Clinton Street and William Street in the City of East Orange, Essex County, New Jersey. The subject property is designated as Block 363, Lots 16, 17, 18, and 19 as depicted on the City of East Orange Tax Map. The site has approximately 106 feet of frontage along North Clinton Street and approximately 250 feet of frontage along William Street. Land uses in the area are a mix of residential, commercial, medical, and educational uses. � STONEFIELD ENGINE ERING & DESIGN, LLC PROP OSED MULTI-FAMILY RESIDENTIAL DEVEL OPMENT CITY OF EAST ORANGE, ESSEX COUNTY, NEW JERSEY 2 North Clinton Street is classified as an Urban Minor Arterial roadway with a general north-south orientation and is under the jurisdiction of the City of East Orange. Along the site frontage, the roadway provides one (1) lane of travel in each direction and has a posted speed limit of 25 mph. Curb and sidewalk are provided along both sides of the roadway, shoulders are not provided, and on-street parking is permitted along the easterly side of the roadway with parking restrictions in effect from 9 a.m. to 12 p.m. Monday through Fridays, and Permit Parking Only in effect from 2:00 a.m. to 6:00 a.m. North Clinton Street provides north￾south mobility within the City of East Orange, for a mix of commercial, medical, restaurant and residential uses along its length. William Street is classified as an Urban Minor Arterial roadway with a general east-west orientation and is under the jurisdiction of City of East Orange. Along the site frontage, the roadway provides one (1) lane of travel in each direction and has a posted speed limit of 25 mph. Curb and sidewalk are provided along both sides of the roadway, shoulders are not provided, and on-street parking is permitted along the northerly side of the roadway with parking restrictions in effect from 9 a.m. to 12 p.m. Monday through Fridays, and Permit Parking Only in effect from 2:00 a.m. to 6:00 a.m. William Street provides east-west mobility within the City of East Orange, for a mix of commercial, restaurant and residential uses along its length. North Clinton Street and William Street intersect to form a four (4)-leg intersection controlled by a two (2)-phase traffic signal operating on a 90-second background cycle length. The northbound and southbound approaches of North Clinton Street each provide one (1) full-movement lane. The eastbound and westbound approaches of William Street each provide one (1) full-movement lane. Crosswalks, pedestrian signals, and pedestrian ramps are provided across each leg of the intersection. 2025 EXISTING TRANSIT SERVICE The subject site is located within 0.3 miles (seven (7)-minute walk) from East Orange Train Station, which serves NJ Transitâs Morris & Essex Line and provides direct service to Newark and Penn Station New York and other lines on the NJ Transit system. Further, the proposed development is located within 0.2 miles (four (4)-minute walk) from bus stops that service two (2) NJ Transit bus routes, with the nearest stop located Dr Martin Luther King Jr Boulevard at South Burnet Street. NJ Transit Bus Routes 21 and 94 provide service to Newark and Linden, and various points of interest throughout Union County. The non-vehicular transportation modes available in the general vicinity of the subject site are summarized on Table 1. � STONEFIELD ENGINE ERING & DESIGN, LLC PROP OSED MULTI-FAMILY RESIDENTIAL DEVEL OPMENT CITY OF EAST ORANGE, ESSEX COUNTY, NEW JERSEY 3 TABLE 1 â MULTI-MODAL TRANSPORTATION OPTIONS Location/Intersection Proximity to Site Transit Routes Major Destinations East Orange Train Station 0.3 miles NJ Transit Morris & Essex Line New York Penn Station, Newark, Dover, Hackettstown, Hoboken, Summit Dr Martin Luther King Jr Boulevard at South Burnet Street 0.2 miles NJ Transit Bus Routes 21 & 94 West Orange, Orange, East Orange, Newark Bloomfield, Irvington, Union, Roselle Park, Roselle, Linden 2025 EXISTING TRAFFIC VOLUMES Turning movement counts were collected during the typical weekday morning and evening time periods to evaluate existing traffic conditions and identify the specific hours when traffic activity on the adjacent roadways is at a maximum and could be potentially impacted by the development of the site. Turning movement counts were collected at the intersection of North Clinton Street and William Street on Wednesday, October 15, 2025, from 7:00 a.m. to 9:00 a.m. and from 4:00 p.m. to 7:00 p.m. The study time periods were chosen as they are representative of the peak periods of both the adjacent roadway network and the proposed development. The traffic volume data was collected and analyzed to identify the design peak hour in accordance with HCM and ITE guidelines. Based on the review of the count data, the weekday morning peak hour occurred from 7:45 a.m. to 8:45 a.m. and the weekday evening peak hour occurred from 4:00 p.m. to 5:00 p.m. The Technical Appendix contains a summary of the turning movement count data. The 2025 Existing weekday morning and evening peak-hour volumes are summarized on appended Figure 2. 2025 EXISTING LOS/CAPACITY ANALYSIS A Level of Service and Volume/Capacity analysis was conducted for the 2025 Existing Condition during the weekday morning and weekday evening peak hours at the study intersection. Under the existing condition, the signalized intersection of North Clinton Street and William Street is calculated to operate at overall Level of Service C or better during weekday morning and weekday evening peak hours. 2027 NO-BUILD CONDITION BACKGROUND GROWTH The 2025 Existing Condition traffic volume data was grown to a future horizon year of 2027, when the proposed multi-family residential development is expected to be fully constructed. In accordance with industry guidelines, the existing traffic volumes at the study intersections increased by 1.75% annually for two (2) years. � STONEFIELD ENGINE ERING & DESIGN, LLC PROP OSED MULTI-FAMILY RESIDENTIAL DEVEL OPMENT CITY OF EAST ORANGE, ESSEX COUNTY, NEW JERSEY 4 The 1.75% background growth rate was obtained from the New Jersey Department of Transportation (NJDOT) Annual Background Growth Rate Table. 2027 NO-BUILD TRAFFIC VOLUMES The background growth rate was applied to the 2025 Existing Traffic Volumes to calculate the 2027 No￾Build Traffic Volumes for the weekday morning and weekday evening peak hours. These volumes are summarized on appended Figure 3. 2027 NO-BUILD LOS/CAPACITY ANALYSIS A Level of Service and Volume/Capacity analysis was also conducted for the 2027 No-Build Condition during the weekday morning and weekday evening peak hours at the study intersection. The signalized intersection of North Clinton Street and William Street is calculated to operate generally consistent with the findings of the Existing Condition during the weekday morning and weekday evening peak hours. 2027 BUILD CONDITION The site-generated traffic volume of the proposed multi-family residential development was estimated to identify the potential impacts of the project. For the purpose of this analysis, a complete project âbuild outâ is assumed within two (2) years of the preparation of this study. TRIP GENERATION Trip generation projections for the proposed multi-family residential development were prepared utilizing ITEâs Trip Generation Manual, 12th Edition. Trip generation rates associated with Land Use 221 âMultifamily Housing (Mid-Rise)â were cited for the 115-unit multi-family residential development. Specifically, trip generation rates in a âDense Multi-Use Urbanâ setting, close to rail transit. Table 2 provides the weekday morning and weekday evening peak hours trip generation volumes associated with the proposed development. TABLE 2 â PROPOSED TRIP GENERATION Land Use Weekday Morning Peak Hour Weekday Evening Peak Hour Enter Exit Total Enter Exit Total 115 Units Multifamily Housing (Mid-Rise) ITE Land Use 221 4 25 29 21 8 29 � STONEFIELD ENGINE ERING & DESIGN, LLC PROP OSED MULTI-FAMILY RESIDENTIAL DEVEL OPMENT CITY OF EAST ORANGE, ESSEX COUNTY, NEW JERSEY 5 TRIP ASSIGNMENT/DISTRIBUTION The trips generated by the proposed development were distributed according to the existing travel pattern along the adjacent roadways and the access management plan of the site. The Site-Generated Traffic Volumes are illustrated on Figure 4. 2027 BUILD TRAFFIC VOLUMES The site-generated trips were added to the 2027 No-Build Traffic Volumes to calculate the 2027 Build Traffic Volumes and are shown on appended Figure 5. 2027 BUILD LOS/CAPACITY ANALYSIS A Level of Service and Volume/Capacity analysis was also conducted for the 2027 Build Condition during the weekday morning and weekday evening peak hours at the study intersection and proposed site driveways. Appended Table A1 compares the Existing, No-Build, and Build Conditions Level of Service and delay values. The signalized intersection of North Clinton Street and William Street is calculated to operate generally consistent with the findings of the No-Build Condition during the weekday morning and weekday evening peak hours. The turning movements at the unsignalized intersection of North Clinton Street and the proposed site driveway are calculated to operate at Level of Service B or better during the weekday morning and weekday evening peak hours. SITE CIRCULATION/PARKING SUPPLY A review was conducted of the proposed multi-family residential development using the Site Plan prepared by Frank H. Lehr Associates, dated October 22, 2025. In completing this review, particular attention was focused on the site access, circulation, and parking supply. Under the proposed development program, the existing structures would be razed and a seven (7)-story multi-family residential development consisting of 115 residential units with ground-floor and basement-level parking garages is to be constructed. The structure would be located central to the site with vehicular access to both levels of the parking garage provided along North Clinton Street. A bicycle storage room would be provided in the southeast portion of the site on the ground floor with access provided along southernly side. The trash room and the package room would be located in the west portion of the building on the ground floor along North Clinton Street. One (1) loading area would be provided in the northwest portion of the ground-level parking garage. Two (2)-way vehicular circulation throughout the site would be facilitated via 24- foot-wide drive aisles. � STONEFIELD ENGINE ERING & DESIGN, LLC PROP OSED MULTI-FAMILY RESIDENTIAL DEVEL OPMENT CITY OF EAST ORANGE, ESSEX COUNTY, NEW JERSEY 6 Regarding the parking requirements for the proposed development, the City of East Orange Ordinance requires one (1) parking space per unit. For the proposed multi-family residential development consisting of 115 units, this equates 115 required spaces per the City of East Orange Ordinance. The site would provide 115 total parking spaces, inclusive of 54 stacker spaces and four (4) ADA accessible parking spaces, which meets the parking requirement and would be sufficient to support this projectâs parking demand. The spaces would be 9 feet wide by 18 feet deep in accordance with the City of East Orange Ordinance and industry standards. As per P.L. 2021, c.171 (C.40:55D-66.18 et al.), all projects involving multifamily dwellings with more than five (5) units must have 15% of the parking supply be pre-wired for electric vehicle charging stations (âmake￾readyâ). Of the make-ready spaces, 5% must be ADA compliant. For the proposed parking supply of 115 parking spaces, this equates to 17 make-ready spaces with one (1) being ADA accessible. The electric vehicle requirements consider electric vehicle spaces as a minimum of two (2) parking spaces for the purpose of satisfying parking requirements, up to a 10% reduction of the total requirement. As such, the development plan would be considered to provide 127 (115 + 12) total parking spaces, whereas 115 are required. Based on the location of the proposed development, it is particularly suited to provide transit options for its occupants as it is located within 0.3 miles (seven (7)-minute walk) from East Orange Station which serves the NJ Transit Morris and Essex Line and provides direct service to New York Penn Station, Newark, Dover, Hackettstown, Hoboken, and Summit, with the nearest stop located at the intersection of Dr Martin Luther King Jr Boulevard at South Burnet Street. NJ Transit Bus Routes 21 and 94 provide service to West Orange, Orange, East Orange, Newark, Bloomfield, Irvington, Union, Roselle Park, Roselle, Linden, and various points of interest throughout Essex County. Based on nearby transit options for the siteâs residents, the proposed parking supply of 115 spaces would be sufficient to support the expected parking demand of the proposed development. Furthermore, the proposed development is anticipated to have a parking demand of 83 vehicles per the ITEâs Parking Generation Manual, 6th Edition based on the characteristics of this site, which is located in a dense-multi use urban area and is close to rail transit (within 0.5 miles). CONCLUSIONS This report was prepared to examine the potential traffic impact of the proposed multi-family residential development. The analysis findings, which have been based on industry-standard guidelines, indicate that the proposed development would not have a significant impact on the traffic operations of the adjacent roadway network. The mixed-use nature of the site, proximity of the site to the East Orange Train Station and nearby bus stops, and walkable nature of the surrounding area would result in a reduced traffic generation as compared to a similar suburban development, and no transit access. The site driveway and on-site layout have been � STONEFIELD ENGINE ERING & DESIGN, LLC PROP OSED MULTI-FAMILY RESIDENTIAL DEVEL OPMENT CITY OF EAST ORANGE, ESSEX COUNTY, NEW JERSEY 7 designed to provide for effective access to and from the subject property. Based on City of East Orange Ordinance parking requirements and ITEâs Parking Generation data, the parking supply would be sufficient to support this project. Z:\Rutherford\RUT\2025\RUT-250375 Mark Jankovits - 418-430 William Street, East Orange, NJ\Calculations & Reports\Traffic\Reports\2025-10\2025-10 Traffic Impact Study.docx� TECHNICAL APPENDIX A1� LEVEL OF SERVICE/AVERAGE CONTROL DELAY CRITERIA A2� LEVEL OF SERVICE /AVERAGE CONTROL DELAY CRITERIA The ability of a roadway to effectively accommodate traffic demand is determined through an assessment of the volume-to-capacity ratio, delay and Level of Service of the lane group and/or intersection. The volume-to-capacity ratio is the ratio of traffic flow rate to capacity for a given transportation facility. As defined within the Highway Capacity Manual, 7th Edition (HCM), intersection delay is the total additional travel time experienced by drivers, passengers, or pedestrians as a result of control measures and interaction with other users of the facility, divided by the volume departing from the corresponding cross section of the facility. Level of service is a qualitative measure describing operational conditions within a traffic stream, based on service measures such as speed and travel time, freedom to maneuver, traffic interruptions, comfort and convenience. For an unsignalized intersection, LOS A indicates operations with delay less than 10 seconds per vehicle, while LOS F describes operations with delay in excess of 50 seconds per vehicle. For a signalized intersection, LOS A indicates operations with delay less than 10 seconds per vehicle and LOS F denotes operations with delay in excess of 80 seconds per vehicle. Level Of Service (LOS) Signalized Delay Range (average control delay in sec/veh) Unsignalized Delay Range (average control delay in sec/veh) A <=10 <=10 B >10 and <=20 >10 and <=15 C >20 and <=35 >15 and <=25 D >35 and <=55 >25 and <=35 E >55 and <=80 >35 and <=50 F >80 >50 Source: Highway Capacity Manual, 7 th Edition A3� Table A1: Comparative Level of Service (Delay) Table City of East Orange, Essex County, New Jersey X (n) = Level of Service (seconds of delay) Intersection Lane Group 2025 Existing Condition 2027 No-Build Condition 2027 Build Condition 2025 Existing Condition 2027 No-Build Condition 2027 Build Condition EB Left/Through/Right C (23.6) C (23.9) C (24.0) A (9.1) A (9.2) A (9.2) WB Left/Through/Right C (25.1) C (25.6) C (25.6) A (9.4) A (9.4) A (9.5) NB Left/Through/Right B (13.5) B (13.6) B (13.6) C (26.9) C (27.1) C (27.2) SB Left/Through/Right B (15.2) B (15.3) B (15.7) C (27.6) C (27.7) C (27.9) Overall C (20.4) C (20.7) C (20.8) B (16.4) B (16.5) B (16.6) WB Left/Right - - B (12.6) - - B (11.0) SB Left/Through - - A (7.8) - - A (7.7) Weekday Morning Peak Hour Weekday Evening Peak Hour North Clinton Street & William Street North Clinton Street & Proposed Driveway A4� TURNING MOVEMENT COUNT DATA A5� Prepared by National Data & Surveying Services ID: 25-340162-001 Day: City: East Orange Date: AM 32 191 70 0 AM NOON 0 0 0 0 NOON PM 29 121 31 0 PM AM NOON PM PM NOON AM 0 1 0 0 0 45 0 66 1 204 0 273 0 0 0 0 0 21 0 34 27 0 30 0 TEV 1170 0 864 0 0 0 0 254 0 204 1 PHF 0.90 0.96 43 0 16 0 0 0 1 0 AM NOON PM PM NOON AM PM 0 8 129 26 PM NOON 0 0 0 0 NOON AM 0 13 159 8 AM Pedestrians (Crosswalks) Cars (PM) HT (PM) 0 268 NORTHBOUND N Clinton St Cars (NOON) HT (NOON) NONE 261 0 332 Cars (AM) 158 HT (AM) William St EASTBOUND WESTBOUND William St 318 0 241 CONTROL Signalized 0 NONE 04:00 PM - 05:00 PM 204 N Clinton St & William St Peak Hour Turning Movement Count N Clinton St Wednesday SOUTHBOUND 10/15/2025 PEAK HOURS 4:00 PM - 07:00 PM 07:45 AM - 08:45 AM 252 7:00 AM - 09:00 AM COUNT PERIODS AM NOON PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON PM NOON AM AM NOON PM PM NOON AM AM NOON PM 20 0 12 14 0 36 13 0 37 30 0 14 9 0 12 8 0 5 16 0 17 24 0 9 0 3 0 0 0 0 1 2 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 1 7 2 1 9 1 1 2 0 0 6 0 45 201 16 21 204 30 28 119 31 8 127 25 0 0 0 0 0 0 0 0 0 0 0 0 65 266 41 33 245 26 31 189 70 13 153 8 A6� National Data & Surveying Services Intersection Turning Movement Count Location: N Clinton St & William St City: East Orange Project ID: Control: Signalized Date: NS/EW Streets: 0 1 0 0 0 1 0 0 0 1 0 0 0 1 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 0 19 0 0 7 18 3 0 2 21 1 0 4 30 10 0 115 7:15 AM 0 43 3 0 12 23 4 0 5 46 3 0 6 31 11 0 187 7:30 AM 0 43 8 0 8 37 3 0 5 51 11 0 4 43 16 0 229 7:45 AM 3 48 4 0 14 38 7 0 6 66 13 0 8 71 21 0 299 8:00 AM 7 44 3 0 19 48 12 0 8 54 13 0 15 80 21 0 324 8:15 AM 1 38 1 0 22 64 6 0 8 70 7 0 7 57 12 0 293 8:30 AM 2 29 0 0 15 41 7 0 5 64 10 0 4 65 12 0 254 8:45 AM 1 22 1 0 5 42 5 0 8 59 5 0 3 38 12 0 201 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 14 286 20 0 102 311 47 0 47 431 63 0 51 415 115 0 1902 APPROACH %'s : 4.38% 89.38% 6.25% 0.00% 22.17% 67.61% 10.22% 0.00% 8.69% 79.67% 11.65% 0.00% 8.78% 71.43% 19.79% 0.00% PEAK HR : 7:45 AM 40 TOTAL PEAK HR VOL : 13 159 8 0 70 191 32 0 27 254 43 0 34 273 66 0 1170 PEAK HR FACTOR : 0.464 0.828 0.500 0.000 0.795 0.746 0.667 0.000 0.844 0.907 0.827 0.000 0.567 0.853 0.786 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 1 0 0 0 1 0 0 0 1 0 0 0 1 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 2 33 5 0 5 37 8 0 9 47 3 0 11 54 11 0 225 4:15 PM 3 32 5 0 6 27 6 0 7 46 5 0 2 51 6 0 196 4:30 PM 3 35 5 0 8 29 6 0 5 54 2 0 6 48 17 0 218 4:45 PM 0 29 11 0 12 28 9 0 9 57 6 0 2 51 11 0 225 5:00 PM 1 40 3 0 8 35 9 0 6 45 8 0 5 46 11 0 217 5:15 PM 1 26 5 0 12 31 5 0 8 44 5 0 2 36 9 0 184 5:30 PM 1 44 7 0 10 33 12 0 7 41 4 0 6 43 8 0 216 5:45 PM 1 33 5 0 10 28 2 0 5 57 6 0 4 40 10 0 201 6:00 PM 4 35 5 0 9 29 8 0 6 53 3 0 11 43 22 0 228 6:15 PM 3 30 4 0 2 23 10 0 9 49 4 0 8 40 12 1 195 6:30 PM 4 22 3 0 4 24 10 0 7 35 10 0 7 39 10 0 175 6:45 PM 2 32 4 0 3 31 9 0 3 47 5 1 8 45 10 0 200 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 25 391 62 0 89 355 94 0 81 575 61 1 72 536 137 1 2480 APPROACH %'s : 5.23% 81.80% 12.97% 0.00% 16.54% 65.99% 17.47% 0.00% 11.28% 80.08% 8.50% 0.14% 9.65% 71.85% 18.36% 0.13% PEAK HR : 4:00 PM 12:00 AM TOTAL PEAK HR VOL : 8 129 26 0 31 121 29 0 30 204 16 0 21 204 45 0 864 PEAK HR FACTOR : 0.667 0.921 0.591 0.000 0.646 0.818 0.806 0.000 0.833 0.895 0.667 0.000 0.477 0.944 0.662 0.000 04:00 PM - 05:00 PM 0.960 0.948 0.905 0.868 0.888 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 07:45 AM - 08:45 AM 0.903 0.818 0.796 0.953 0.804 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 25-340162-001 10/15/2025 Data - Total N Clinton St N Clinton St William St William St A7� National Data & Surveying Services Intersection Turning Movement Count Location: N Clinton St & William St City: East Orange Project ID: Control: Signalized Date: NS/EW Streets: 0 1 0 0 0 1 0 0 0 1 0 0 0 1 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 0 18 0 0 6 17 3 0 2 21 1 0 4 28 10 0 110 7:15 AM 0 43 3 0 12 22 4 0 5 44 3 0 6 31 11 0 184 7:30 AM 0 43 8 0 8 36 2 0 5 50 11 0 4 42 15 0 224 7:45 AM 3 46 4 0 14 38 6 0 6 65 13 0 8 68 21 0 292 8:00 AM 7 41 3 0 19 48 12 0 8 51 12 0 15 80 21 0 317 8:15 AM 1 38 1 0 22 62 6 0 7 68 6 0 6 56 11 0 284 8:30 AM 2 28 0 0 15 41 7 0 5 61 10 0 4 62 12 0 247 8:45 AM 1 21 1 0 5 41 5 0 8 59 5 0 3 38 11 0 198 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 14 278 20 0 101 305 45 0 46 419 61 0 50 405 112 0 1856 APPROACH %'s : 4.49% 89.10% 6.41% 0.00% 22.39% 67.63% 9.98% 0.00% 8.75% 79.66% 11.60% 0.00% 8.82% 71.43% 19.75% 0.00% PEAK HR : 7:45 AM 40 0 0 TOTAL PEAK HR VOL : 13 153 8 0 70 189 31 0 26 245 41 0 33 266 65 0 1140 PEAK HR FACTOR : 0.464 0.832 0.500 0.000 0.795 0.762 0.646 0.000 0.813 0.901 0.788 0.000 0.550 0.831 0.774 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 1 0 0 0 1 0 0 0 1 0 0 0 1 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 2 31 5 0 5 36 8 0 9 47 3 0 11 53 11 0 221 4:15 PM 3 32 5 0 6 27 6 0 7 46 5 0 2 50 6 0 195 4:30 PM 3 35 5 0 8 29 6 0 5 54 2 0 6 47 17 0 217 4:45 PM 0 29 10 0 12 27 8 0 9 57 6 0 2 51 11 0 222 5:00 PM 1 40 3 0 8 35 9 0 6 45 8 0 5 46 11 0 217 5:15 PM 1 26 5 0 12 31 5 0 8 44 5 0 2 36 9 0 184 5:30 PM 1 42 7 0 10 33 12 0 7 41 4 0 6 43 8 0 214 5:45 PM 1 33 5 0 10 28 2 0 5 56 6 0 4 38 10 0 198 6:00 PM 4 34 5 0 8 29 8 0 6 52 3 0 11 43 22 0 225 6:15 PM 3 29 4 0 2 23 10 0 8 49 4 0 8 39 12 1 192 6:30 PM 4 22 3 0 4 24 10 0 7 35 10 0 7 38 10 0 174 6:45 PM 2 32 4 0 2 31 9 0 3 47 5 1 8 45 10 0 199 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 25 385 61 0 87 353 93 0 80 573 61 1 72 529 137 1 2458 APPROACH %'s : 5.31% 81.74% 12.95% 0.00% 16.32% 66.23% 17.45% 0.00% 11.19% 80.14% 8.53% 0.14% 9.74% 71.58% 18.54% 0.14% PEAK HR : 4:00 PM 289 0 0 TOTAL PEAK HR VOL : 8 127 25 0 31 119 28 0 30 204 16 0 21 201 45 0 855 PEAK HR FACTOR : 0.667 0.907 0.625 0.000 0.646 0.826 0.875 0.000 0.833 0.895 0.667 0.000 0.477 0.948 0.662 0.000 Data - Cars N Clinton St N Clinton St William St William St 0.821 0.806 0.929 0.784 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 25-340162-001 10/15/2025 04:00 PM - 05:00 PM 0.963 0.930 0.908 0.868 0.890 07:45 AM - 08:45 AM 0.899 A8� National Data & Surveying Services Intersection Turning Movement Count Location: N Clinton St & William St City: East Orange Project ID: Control: Signalized Date: NS/EW Streets: 0 1 0 0 0 1 0 0 0 1 0 0 0 1 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 0 1 0 0 1 1 0 0 0 0 0 0 0 2 0 0 5 7:15 AM 0 0 0 0 0 1 0 0 0 2 0 0 0 0 0 0 3 7:30 AM 0 0 0 0 0 1 1 0 0 1 0 0 0 1 1 0 5 7:45 AM 0 2 0 0 0 0 1 0 0 1 0 0 0 3 0 0 7 8:00 AM 0 3 0 0 0 0 0 0 0 3 1 0 0 0 0 0 7 8:15 AM 0 0 0 0 0 2 0 0 1 2 1 0 1 1 1 0 9 8:30 AM 0 1 0 0 0 0 0 0 0 3 0 0 0 3 0 0 7 8:45 AM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 1 0 3 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 0 8 0 0 1 6 2 0 1 12 2 0 1 10 3 0 46 APPROACH %'s : 0.00% 100.00% 0.00% 0.00% 11.11% 66.67% 22.22% 0.00% 6.67% 80.00% 13.33% 0.00% 7.14% 71.43% 21.43% 0.00% PEAK HR : 7:45 AM 40 0 0 TOTAL PEAK HR VOL : 0 6 0 0 0 2 1 0 1 9 2 0 1 7 1 0 30 PEAK HR FACTOR : 0.000 0.500 0.000 0.000 0.000 0.250 0.250 0.000 0.250 0.750 0.500 0.000 0.250 0.583 0.250 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 1 0 0 0 1 0 0 0 1 0 0 0 1 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 0 2 0 0 0 1 0 0 0 0 0 0 0 1 0 0 4 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 4:45 PM 0 0 1 0 0 1 1 0 0 0 0 0 0 0 0 0 3 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 5:45 PM 0 0 0 0 0 0 0 0 0 1 0 0 0 2 0 0 3 6:00 PM 0 1 0 0 1 0 0 0 0 1 0 0 0 0 0 0 3 6:15 PM 0 1 0 0 0 0 0 0 1 0 0 0 0 1 0 0 3 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 6:45 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 0 6 1 0 2 2 1 0 1 2 0 0 0 7 0 0 22 APPROACH %'s : 0.00% 85.71% 14.29% 0.00% 40.00% 40.00% 20.00% 0.00% 33.33% 66.67% 0.00% 0.00% 0.00% 100.00% 0.00% 0.00% PEAK HR : 4:00 PM 289 0 0 TOTAL PEAK HR VOL : 0 2 1 0 0 2 1 0 0 0 0 0 0 3 0 0 9 PEAK HR FACTOR : 0.000 0.250 0.250 0.000 0.000 0.500 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.750 0.000 0.000 Data - HT N Clinton St N Clinton St William St William St 0.500 0.375 0.750 0.750 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 25-340162-001 10/15/2025 04:00 PM - 05:00 PM 0.563 0.375 0.375 0.750 07:45 AM - 08:45 AM 0.833 A9� National Data & Surveying Services Intersection Turning Movement Count Location: N Clinton St & William St City: East Orange Project ID: Control: Signalized Date: NS/EW Streets: 0 1 0 0 0 1 0 0 0 1 0 0 0 1 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 7:45 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 3 8:15 AM 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 0 3 8:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 0 1 0 0 0 1 0 0 0 1 0 0 0 8 2 0 13 APPROACH %'s : 0.00% 100.00% 0.00% 0.00% 0.00% 100.00% 0.00% 0.00% 0.00% 100.00% 0.00% 0.00% 0.00% 80.00% 20.00% 0.00% PEAK HR : 7:45 AM 40 0 0 TOTAL PEAK HR VOL : 0 1 0 0 0 1 0 0 0 1 0 0 0 3 2 0 8 PEAK HR FACTOR : 0.000 0.250 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.375 0.500 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 1 0 0 0 1 0 0 0 1 0 0 0 1 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 4:15 PM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 2 4:30 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 5:00 PM 0 0 0 0 0 0 0 0 0 1 0 0 0 3 1 0 5 5:15 PM 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 1 3 5:30 PM 0 0 1 0 0 0 0 0 0 1 0 0 0 2 0 0 4 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 6:00 PM 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 3 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 PM 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 0 1 1 0 0 0 0 0 0 7 1 0 2 12 1 1 26 APPROACH %'s : 0.00% 50.00% 50.00% 0.00% 0.00% 87.50% 12.50% 0.00% 12.50% 75.00% 6.25% 6.25% PEAK HR : 4:00 PM 289 0 0 TOTAL PEAK HR VOL : 0 1 0 0 0 0 0 0 0 0 1 0 1 4 0 0 7 PEAK HR FACTOR : 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.250 0.333 0.000 0.000 Data - Bikes N Clinton St N Clinton St William St William St 0.250 0.250 0.250 0.417 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 25-340162-001 10/15/2025 04:00 PM - 05:00 PM 0.583 0.250 0.250 0.417 07:45 AM - 08:45 AM 0.667 A10� National Data & Surveying Services Intersection Turning Movement Count Location: N Clinton St & William St City: East Orange Project ID: Control: Signalized Date: NS/EW Streets: 0 1 0 0 0 1 0 0 0 1 0 0 0 1 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 7:15 AM 0 0 0 0 0 0 2 0 0 0 1 0 0 0 3 0 6 7:30 AM 0 0 2 0 0 0 1 0 0 0 0 0 0 0 1 0 4 7:45 AM 0 0 0 0 0 0 3 0 0 0 0 0 0 0 4 0 7 8:00 AM 0 0 1 0 0 0 5 0 0 0 2 0 0 0 4 0 12 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 8:30 AM 0 0 0 0 0 0 1 0 0 0 1 0 0 0 2 0 4 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 0 0 3 0 0 0 12 0 0 0 4 0 0 0 19 0 38 APPROACH %'s : 0.00% 0.00% 100.00% 0.00% 0.00% 0.00% 100.00% 0.00% 0.00% 0.00% 100.00% 0.00% 0.00% 0.00% 100.00% 0.00% PEAK HR : 7:45 AM 40 0 0 TOTAL PEAK HR VOL : 0 0 1 0 0 0 9 0 0 0 3 0 0 0 13 0 26 PEAK HR FACTOR : 0.000 0.000 0.250 0.000 0.000 0.000 0.450 0.000 0.000 0.000 0.375 0.000 0.000 0.000 0.813 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 1 0 0 0 1 0 0 0 1 0 0 0 1 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 0 0 1 0 0 0 2 0 0 0 0 0 0 0 4 0 7 4:15 PM 0 0 1 0 0 0 2 0 0 0 1 0 0 0 0 0 4 4:30 PM 0 0 3 0 0 0 3 0 0 0 1 0 0 0 0 0 7 4:45 PM 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 4 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 5:15 PM 0 0 3 0 0 0 2 0 0 0 1 0 0 0 3 0 9 5:30 PM 0 0 2 0 0 0 3 0 0 0 2 0 0 0 1 0 8 5:45 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 6:00 PM 0 0 3 0 0 0 1 0 0 0 0 0 0 0 1 0 5 6:15 PM 0 0 0 0 0 0 2 0 0 0 0 0 0 0 2 0 4 6:30 PM 0 0 0 0 0 0 3 0 0 0 0 0 0 0 1 0 4 6:45 PM 0 0 0 0 0 0 2 0 0 0 0 0 0 0 2 0 4 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 0 0 13 0 0 0 24 0 0 0 6 0 0 0 17 0 60 APPROACH %'s : 0.00% 0.00% 100.00% 0.00% 0.00% 0.00% 100.00% 0.00% 0.00% 0.00% 100.00% 0.00% 0.00% 0.00% 100.00% 0.00% PEAK HR : 4:00 PM 289 0 0 TOTAL PEAK HR VOL : 0 0 5 0 0 0 11 0 0 0 2 0 0 0 4 0 22 PEAK HR FACTOR : 0.000 0.000 0.417 0.000 0.000 0.000 0.688 0.000 0.000 0.000 0.500 0.000 0.000 0.000 0.250 0.000 Data - RTOR N Clinton St N Clinton St William St William St 0.250 0.450 0.375 0.813 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 25-340162-001 10/15/2025 04:00 PM - 05:00 PM 0.786 0.417 0.688 0.500 0.250 07:45 AM - 08:45 AM 0.542 A11� National Data & Surveying Services Intersection Turning Movement Count Location: N Clinton St & William St Project ID: City: East Orange Date: NS/EW Streets: EB WB EB WB NB SB NB SB TOTAL 7:00 AM 4 2 1 2 0 1 0 4 14 7:15 AM 2 2 4 1 1 0 3 4 17 7:30 AM 1 4 8 6 6 2 5 1 33 7:45 AM 9 5 20 11 0 2 18 4 69 8:00 AM 6 13 11 13 8 1 12 2 66 8:15 AM 2 1 4 2 1 2 2 4 18 8:30 AM 0 5 2 4 3 0 4 2 20 8:45 AM 0 2 4 5 0 0 6 5 22 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES : 24 34 54 44 19 8 50 26 259 APPROACH %'s : 41.38% 58.62% 55.10% 44.90% 70.37% 29.63% 65.79% 34.21% PEAK HR : 7:45 AM 39 -1 -1 TOTAL PEAK HR VOL : 17 24 37 30 12 5 36 12 173 PEAK HR FACTOR : 0.472 0.462 0.463 0.577 0.375 0.625 0.500 0.750 Headers NEB NWB SEB SWB ENS ESB WNB WSB EB WB EB WB NB SB NB SB TOTAL 4:00 PM 6 0 2 4 4 1 5 7 29 4:15 PM 8 3 4 3 3 2 4 4 31 4:30 PM 0 6 5 4 1 3 2 2 23 4:45 PM 2 0 2 3 1 2 3 7 20 5:00 PM 5 6 2 8 0 1 9 7 38 5:15 PM 6 5 8 2 0 0 6 7 34 5:30 PM 5 3 8 11 5 2 2 8 44 5:45 PM 2 6 3 4 0 0 0 3 18 6:00 PM 5 3 10 1 1 0 6 8 34 6:15 PM 0 7 4 5 0 3 3 6 28 6:30 PM 1 5 18 12 1 1 8 6 52 6:45 PM 2 4 7 2 1 2 6 12 36 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES : 42 48 73 59 17 17 54 77 387 APPROACH %'s : 46.67% 53.33% 55.30% 44.70% 50.00% 50.00% 41.22% 58.78% PEAK HR : 4:00 PM 286 -3 -3 TOTAL PEAK HR VOL : 16 9 13 14 9 8 14 20 103 PEAK HR FACTOR : 0.500 0.375 0.650 0.875 0.563 0.667 0.700 0.714 Data - Pedestrians (Crosswalks) N Clinton St N Clinton St William St William St 0.540 0.472 0.545 07:45 AM - 08:45 AM AM NORTH LEG SOUTH LEG EAST LEG WEST LEG PM NORTH LEG SOUTH LEG EAST LEG WEST LEG 25-340162-001 10/15/2025 0.831 0.568 0.750 0.850 0.708 04:00 PM - 05:00 PM 0.627 0.539 A12� FIGURES A13� Proposed Multi-Family Residential Development 418-430 William Street City of East Orange, Essex County, New Jersey Traffic Impact Study FIGURE 1 Site Location Map SITE Proposed Driveway LEGEND Existing Roadway Signalized Intersection Existing Private Driveway A14� not to scale (204) 252 293 (181) (204) 254 William Street (26) 8 32 (29) 191 (121) 70 (31) 66 (45) 273 (204) 34 (21) (30) 27 (129) 159 (16) 43 (8) 13 North Clinton Street Proposed Multi-Family Residential Development 418-430 William Street City of East Orange, Essex County, New Jersey Traffic Impact Study FIGURE 2 2025 Existing Traffic Volumes AM (PM) Peak Hour Volumes Proposed Driveway LEGEND Existing Roadway Signalized Intersection Existing Private Driveway Proposed Multi-Family Residential Development A15� not to scale North Clinton Street Proposed Multi-Family Residential Development 418-430 William Street City of East Orange, Essex County, New Jersey Traffic Impact Study FIGURE 3 2027 No-Build Traffic Volumes (134) 165 (27) 8 (17) 45 68 (47) William Street 283 (211) 35 (22) (31) 28 303 (187) (212) 261 33 (30) 198 (125) 72 (32) (211) 263 (8) 13 AM (PM) Peak Hour Volumes Proposed Driveway LEGEND Existing Roadway Signalized Intersection Existing Private Driveway Proposed Multi-Family Residential Development A16� not to scale North Clinton Street Proposed Multi-Family Residential Development 418-430 William Street City of East Orange, Essex County, New Jersey Traffic Impact Study FIGURE 4 Site-Generated Traffic Volumes 1 (7) (5) 1 (4) 1 7 (2) 4 (1) 8 (3) William Street 1 (5) 6 (2) 19 (6) (16) 3 AM (PM) Peak Hour Volumes Proposed Driveway LEGEND Existing Roadway Signalized Intersection Existing Private Driveway Proposed Multi-Family Residential Development A17� not to scale Proposed Multi-Family Residential Development 418-430 William Street City of East Orange, Essex County, New Jersey Traffic Impact Study FIGURE 5 2027 Build Traffic Volumes (17) 45 (8) 13 North Clinton Street (138) 166 (27) 8 40 (32) 202 (126) 80 (35) 69 (54) 283 (211) 35 (22) (36) 29 303 (187) (211) 263 William Street 1 (5) 6 (2) 19 (6) (212) 261 (16) 3 AM (PM) Peak Hour Volumes Proposed Driveway LEGEND Existing Roadway Signalized Intersection Existing Private Driveway Proposed Multi-Family Residential Development A18� CAPACITY ANALYSIS DETAIL SHEETS A19� HCM 7th Signalized Intersection Summary 2025 Existing Condition 1: North Clinton Street & William Street Weekday Morning Peak Hour Stonefield Engineering & Design Synchro 12 Report EXAM 10/27/2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 27 254 43 34 273 66 13 159 8 70 191 32 Future Volume (veh/h) 27 254 43 34 273 66 13 159 8 70 191 32 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 0.99 0.85 0.97 0.89 0.97 0.88 0.94 0.91 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 2034 2034 2018 2051 2051 2067 2100 2034 2100 2067 2067 2067 Adj Flow Rate, veh/h 30 282 48 38 303 73 14 177 9 78 212 36 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 4 4 5 3 3 2 0 4 0 2 2 2 Cap, veh/h 76 579 94 83 539 124 77 879 43 223 597 96 Arrive On Green 0.38 0.38 0.38 0.38 0.38 0.38 0.49 0.49 0.49 0.49 0.49 0.49 Sat Flow, veh/h 86 1532 249 104 1426 328 69 1799 88 355 1221 196 Grp Volume(v), veh/h 360 0 0 414 0 0 200 0 0 326 0 0 Grp Sat Flow(s),veh/h/ln 1867 0 0 1857 0 0 1956 0 0 1772 0 0 Q Serve(g_s), s 0.0 0.0 0.0 2.6 0.0 0.0 0.0 0.0 0.0 3.1 0.0 0.0 Cycle Q Clear(g_c), s 12.8 0.0 0.0 15.4 0.0 0.0 5.1 0.0 0.0 9.4 0.0 0.0 Prop In Lane 0.08 0.13 0.09 0.18 0.07 0.04 0.24 0.11 Lane Grp Cap(c), veh/h 749 0 0 745 0 0 999 0 0 916 0 0 V/C Ratio(X) 0.48 0.00 0.00 0.56 0.00 0.00 0.20 0.00 0.00 0.36 0.00 0.00 Avail Cap(c_a), veh/h 749 0 0 745 0 0 999 0 0 916 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 21.4 0.0 0.0 22.2 0.0 0.0 13.1 0.0 0.0 14.1 0.0 0.0 Incr Delay (d2), s/veh 2.2 0.0 0.0 3.0 0.0 0.0 0.5 0.0 0.0 1.1 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 10.2 0.0 0.0 11.8 0.0 0.0 4.3 0.0 0.0 7.6 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 23.6 0.0 0.0 25.1 0.0 0.0 13.5 0.0 0.0 15.2 0.0 0.0 LnGrp LOS C C B B Approach Vol, veh/h 360 414 200 326 Approach Delay, s/veh 23.6 25.1 13.5 15.2 Approach LOS C C B B Timer - Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 50.0 40.0 50.0 40.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 44.0 34.0 44.0 34.0 Max Q Clear Time (g_c+I1), s 7.1 14.8 11.4 17.4 Green Ext Time (p_c), s 1.3 2.3 2.4 2.6 Intersection Summary HCM 7th Control Delay, s/veh 20.4 HCM 7th LOS C A20� HCM 7th Signalized Intersection Summary 2025 Existing Condition 1: North Clinton Street & William Street Weekday Evening Peak Hour Stonefield Engineering & Design Synchro 12 Report EXPM 10/27/2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 30 204 16 21 204 45 8 129 26 31 121 29 Future Volume (veh/h) 30 204 16 21 204 45 8 129 26 31 121 29 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 0.98 0.95 0.97 0.96 0.94 0.89 0.94 0.89 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 2100 2100 2100 2100 2051 2100 2100 2067 2084 2100 2067 2084 Adj Flow Rate, veh/h 31 213 17 22 213 47 8 134 27 32 126 30 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 0 0 0 0 3 0 0 2 1 0 2 1 Cap, veh/h 142 978 75 96 889 188 51 446 86 101 377 82 Arrive On Green 0.59 0.59 0.59 0.59 0.59 0.59 0.28 0.28 0.28 0.28 0.28 0.28 Sat Flow, veh/h 166 1660 127 89 1510 320 32 1604 311 197 1357 295 Grp Volume(v), veh/h 261 0 0 282 0 0 169 0 0 188 0 0 Grp Sat Flow(s),veh/h/ln 1953 0 0 1919 0 0 1947 0 0 1849 0 0 Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 5.3 0.0 0.0 6.2 0.0 0.0 6.1 0.0 0.0 6.9 0.0 0.0 Prop In Lane 0.12 0.07 0.08 0.17 0.05 0.16 0.17 0.16 Lane Grp Cap(c), veh/h 1195 0 0 1173 0 0 583 0 0 560 0 0 V/C Ratio(X) 0.22 0.00 0.00 0.24 0.00 0.00 0.29 0.00 0.00 0.34 0.00 0.00 Avail Cap(c_a), veh/h 1195 0 0 1173 0 0 583 0 0 560 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 8.7 0.0 0.0 8.9 0.0 0.0 25.7 0.0 0.0 26.0 0.0 0.0 Incr Delay (d2), s/veh 0.4 0.0 0.0 0.5 0.0 0.0 1.3 0.0 0.0 1.6 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 4.3 0.0 0.0 4.8 0.0 0.0 5.5 0.0 0.0 6.2 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 9.1 0.0 0.0 9.4 0.0 0.0 26.9 0.0 0.0 27.6 0.0 0.0 LnGrp LOS A A C C Approach Vol, veh/h 261 282 169 188 Approach Delay, s/veh 9.1 9.4 26.9 27.6 Approach LOS A A C C Timer - Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 31.0 59.0 31.0 59.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 25.0 53.0 25.0 53.0 Max Q Clear Time (g_c+I1), s 8.1 7.3 8.9 8.2 Green Ext Time (p_c), s 0.8 1.9 1.0 2.0 Intersection Summary HCM 7th Control Delay, s/veh 16.4 HCM 7th LOS B A21� HCM 7th Signalized Intersection Summary 2027 No-Build Condition 1: North Clinton Street & William Street Weekday Morning Peak Hour Stonefield Engineering & Design Synchro 12 Report NBAM 10/27/2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 28 263 45 35 283 68 13 165 8 72 198 33 Future Volume (veh/h) 28 263 45 35 283 68 13 165 8 72 198 33 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 0.99 0.85 0.97 0.89 0.97 0.88 0.94 0.91 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 2034 2034 2018 2051 2051 2067 2100 2034 2100 2067 2067 2067 Adj Flow Rate, veh/h 31 292 50 39 314 76 14 183 9 80 220 37 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 4 4 5 3 3 2 0 4 0 2 2 2 Cap, veh/h 76 579 95 83 539 125 75 883 42 221 599 95 Arrive On Green 0.38 0.38 0.38 0.38 0.38 0.38 0.49 0.49 0.49 0.49 0.49 0.49 Sat Flow, veh/h 88 1532 251 104 1427 330 66 1807 86 352 1226 195 Grp Volume(v), veh/h 373 0 0 429 0 0 206 0 0 337 0 0 Grp Sat Flow(s),veh/h/ln 1870 0 0 1861 0 0 1958 0 0 1772 0 0 Q Serve(g_s), s 0.0 0.0 0.0 2.7 0.0 0.0 0.0 0.0 0.0 3.5 0.0 0.0 Cycle Q Clear(g_c), s 13.4 0.0 0.0 16.1 0.0 0.0 5.3 0.0 0.0 9.9 0.0 0.0 Prop In Lane 0.08 0.13 0.09 0.18 0.07 0.04 0.24 0.11 Lane Grp Cap(c), veh/h 750 0 0 747 0 0 1000 0 0 916 0 0 V/C Ratio(X) 0.50 0.00 0.00 0.57 0.00 0.00 0.21 0.00 0.00 0.37 0.00 0.00 Avail Cap(c_a), veh/h 750 0 0 747 0 0 1000 0 0 916 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 21.6 0.0 0.0 22.4 0.0 0.0 13.1 0.0 0.0 14.2 0.0 0.0 Incr Delay (d2), s/veh 2.4 0.0 0.0 3.2 0.0 0.0 0.5 0.0 0.0 1.1 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 10.6 0.0 0.0 12.3 0.0 0.0 4.4 0.0 0.0 7.8 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 23.9 0.0 0.0 25.6 0.0 0.0 13.6 0.0 0.0 15.3 0.0 0.0 LnGrp LOS C C B B Approach Vol, veh/h 373 429 206 337 Approach Delay, s/veh 23.9 25.6 13.6 15.3 Approach LOS C C B B Timer - Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 50.0 40.0 50.0 40.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 44.0 34.0 44.0 34.0 Max Q Clear Time (g_c+I1), s 7.3 15.4 11.9 18.1 Green Ext Time (p_c), s 1.4 2.4 2.5 2.7 Intersection Summary HCM 7th Control Delay, s/veh 20.7 HCM 7th LOS C A22� HCM 7th Signalized Intersection Summary 2027 No-Build Condition 1: North Clinton Street & William Street Weekday Evening Peak Hour Stonefield Engineering & Design Synchro 12 Report NBPM 10/27/2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 31 211 17 22 211 47 8 134 27 32 125 30 Future Volume (veh/h) 31 211 17 22 211 47 8 134 27 32 125 30 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 0.98 0.95 0.98 0.96 0.94 0.89 0.94 0.89 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 2100 2100 2100 2100 2051 2100 2100 2067 2084 2100 2067 2084 Adj Flow Rate, veh/h 32 220 18 23 220 49 8 140 28 33 130 31 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 0 0 0 0 3 0 0 2 1 0 2 1 Cap, veh/h 142 975 77 96 886 189 50 447 86 101 377 82 Arrive On Green 0.59 0.59 0.59 0.59 0.59 0.59 0.28 0.28 0.28 0.28 0.28 0.28 Sat Flow, veh/h 165 1656 130 90 1505 322 30 1607 310 196 1356 295 Grp Volume(v), veh/h 270 0 0 292 0 0 176 0 0 194 0 0 Grp Sat Flow(s),veh/h/ln 1951 0 0 1917 0 0 1948 0 0 1847 0 0 Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 5.6 0.0 0.0 6.4 0.0 0.0 6.4 0.0 0.0 7.1 0.0 0.0 Prop In Lane 0.12 0.07 0.08 0.17 0.05 0.16 0.17 0.16 Lane Grp Cap(c), veh/h 1194 0 0 1172 0 0 583 0 0 560 0 0 V/C Ratio(X) 0.23 0.00 0.00 0.25 0.00 0.00 0.30 0.00 0.00 0.35 0.00 0.00 Avail Cap(c_a), veh/h 1194 0 0 1172 0 0 583 0 0 560 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 8.7 0.0 0.0 8.9 0.0 0.0 25.8 0.0 0.0 26.0 0.0 0.0 Incr Delay (d2), s/veh 0.4 0.0 0.0 0.5 0.0 0.0 1.3 0.0 0.0 1.7 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 4.5 0.0 0.0 5.0 0.0 0.0 5.7 0.0 0.0 6.4 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 9.2 0.0 0.0 9.4 0.0 0.0 27.1 0.0 0.0 27.7 0.0 0.0 LnGrp LOS A A C C Approach Vol, veh/h 270 292 176 194 Approach Delay, s/veh 9.2 9.4 27.1 27.7 Approach LOS A A C C Timer - Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 31.0 59.0 31.0 59.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 25.0 53.0 25.0 53.0 Max Q Clear Time (g_c+I1), s 8.4 7.6 9.1 8.4 Green Ext Time (p_c), s 0.9 1.9 1.0 2.1 Intersection Summary HCM 7th Control Delay, s/veh 16.5 HCM 7th LOS B A23� HCM 7th Signalized Intersection Summary 2027 Build Condition 1: North Clinton Street & William Street Weekday Morning Peak Hour Stonefield Engineering & Design Synchro 12 Report BAM 10/27/2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 29 263 45 35 283 69 13 166 8 80 202 40 Future Volume (veh/h) 29 263 45 35 283 69 13 166 8 80 202 40 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 0.99 0.85 0.98 0.89 0.98 0.88 0.94 0.91 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 2034 2034 2018 2051 2051 2067 2100 2034 2100 2067 2067 2067 Adj Flow Rate, veh/h 32 292 50 39 314 77 14 184 9 89 224 44 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 4 4 5 3 3 2 0 4 0 2 2 2 Cap, veh/h 78 577 94 83 538 126 75 884 42 230 571 106 Arrive On Green 0.38 0.38 0.38 0.38 0.38 0.38 0.49 0.49 0.49 0.49 0.49 0.49 Sat Flow, veh/h 91 1528 250 104 1424 333 66 1807 85 369 1168 216 Grp Volume(v), veh/h 374 0 0 430 0 0 207 0 0 357 0 0 Grp Sat Flow(s),veh/h/ln 1870 0 0 1860 0 0 1958 0 0 1754 0 0 Q Serve(g_s), s 0.0 0.0 0.0 2.7 0.0 0.0 0.0 0.0 0.0 4.8 0.0 0.0 Cycle Q Clear(g_c), s 13.4 0.0 0.0 16.2 0.0 0.0 5.3 0.0 0.0 10.9 0.0 0.0 Prop In Lane 0.09 0.13 0.09 0.18 0.07 0.04 0.25 0.12 Lane Grp Cap(c), veh/h 750 0 0 746 0 0 1000 0 0 907 0 0 V/C Ratio(X) 0.50 0.00 0.00 0.58 0.00 0.00 0.21 0.00 0.00 0.39 0.00 0.00 Avail Cap(c_a), veh/h 750 0 0 746 0 0 1000 0 0 907 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 21.6 0.0 0.0 22.4 0.0 0.0 13.1 0.0 0.0 14.4 0.0 0.0 Incr Delay (d2), s/veh 2.4 0.0 0.0 3.2 0.0 0.0 0.5 0.0 0.0 1.3 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 10.6 0.0 0.0 12.3 0.0 0.0 4.4 0.0 0.0 8.3 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 24.0 0.0 0.0 25.6 0.0 0.0 13.6 0.0 0.0 15.7 0.0 0.0 LnGrp LOS C C B B Approach Vol, veh/h 374 430 207 357 Approach Delay, s/veh 24.0 25.6 13.6 15.7 Approach LOS C C B B Timer - Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 50.0 40.0 50.0 40.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 44.0 34.0 44.0 34.0 Max Q Clear Time (g_c+I1), s 7.3 15.4 12.9 18.2 Green Ext Time (p_c), s 1.4 2.4 2.7 2.7 Intersection Summary HCM 7th Control Delay, s/veh 20.8 HCM 7th LOS C A24� HCM 7th TWSC 2027 Build Condition 2: North Clinton Street & Proposed Driveway Weekday Morning Peak Hour Stonefield Engineering & Design Synchro 12 Report BAM 10/27/2025 Intersection Int Delay, s/veh 0.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 19 6 261 3 1 303 Future Vol, veh/h 19 6 261 3 1 303 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 21 7 284 3 1 329 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 617 285 0 0 287 0 Stage 1 285 ----- Stage 2 332 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 454 754 - - 1275 - Stage 1 763 ----- Stage 2 727 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 453 754 - - 1275 - Mov Cap-2 Maneuver 453 ----- Stage 1 763 ----- Stage 2 727 ----- Approach WB NB SB HCM Ctrl Dly, s/v 12.6 0 0.03 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 501 6 - HCM Lane V/C Ratio - - 0.054 0.001 - HCM Ctrl Dly (s/v) - - 12.6 7.8 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.2 0 - A25� HCM 7th Signalized Intersection Summary 2027 Build Condition 1: North Clinton Street & William Street Weekday Evening Peak Hour Stonefield Engineering & Design Synchro 12 Report BPM 10/27/2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 36 211 17 22 211 54 8 138 27 35 126 32 Future Volume (veh/h) 36 211 17 22 211 54 8 138 27 35 126 32 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 0.99 0.95 0.98 0.96 0.94 0.89 0.94 0.89 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 2100 2100 2100 2100 2051 2100 2100 2067 2084 2100 2067 2084 Adj Flow Rate, veh/h 38 220 18 23 220 56 8 144 28 36 131 33 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 0 0 0 0 3 0 0 2 1 0 2 1 Cap, veh/h 163 943 74 94 864 211 50 449 84 106 366 84 Arrive On Green 0.59 0.59 0.59 0.59 0.59 0.59 0.28 0.28 0.28 0.28 0.28 0.28 Sat Flow, veh/h 199 1601 126 87 1467 358 30 1617 303 212 1319 303 Grp Volume(v), veh/h 276 0 0 299 0 0 180 0 0 200 0 0 Grp Sat Flow(s),veh/h/ln 1926 0 0 1911 0 0 1950 0 0 1834 0 0 Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 5.7 0.0 0.0 6.6 0.0 0.0 6.5 0.0 0.0 7.4 0.0 0.0 Prop In Lane 0.14 0.07 0.08 0.19 0.04 0.16 0.18 0.16 Lane Grp Cap(c), veh/h 1179 0 0 1169 0 0 583 0 0 557 0 0 V/C Ratio(X) 0.23 0.00 0.00 0.26 0.00 0.00 0.31 0.00 0.00 0.36 0.00 0.00 Avail Cap(c_a), veh/h 1179 0 0 1169 0 0 583 0 0 557 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 8.8 0.0 0.0 9.0 0.0 0.0 25.8 0.0 0.0 26.1 0.0 0.0 Incr Delay (d2), s/veh 0.5 0.0 0.0 0.5 0.0 0.0 1.4 0.0 0.0 1.8 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 4.6 0.0 0.0 5.1 0.0 0.0 5.9 0.0 0.0 6.7 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 9.2 0.0 0.0 9.5 0.0 0.0 27.2 0.0 0.0 27.9 0.0 0.0 LnGrp LOS A A C C Approach Vol, veh/h 276 299 180 200 Approach Delay, s/veh 9.2 9.5 27.2 27.9 Approach LOS A A C C Timer - Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 31.0 59.0 31.0 59.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 25.0 53.0 25.0 53.0 Max Q Clear Time (g_c+I1), s 8.5 7.7 9.4 8.6 Green Ext Time (p_c), s 0.9 2.0 1.0 2.2 Intersection Summary HCM 7th Control Delay, s/veh 16.6 HCM 7th LOS B A26� HCM 7th TWSC 2027 Build Condition 2: North Clinton Street & Proposed Driveway Weekday Evening Peak Hour Stonefield Engineering & Design Synchro 12 Report BPM 10/27/2025 Intersection Int Delay, s/veh 0.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 6 2 212 16 5 187 Future Vol, veh/h 6 2 212 16 5 187 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 7 2 230 17 5 203 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 453 239 0 0 248 0 Stage 1 239 ----- Stage 2 214 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 564 800 - - 1318 - Stage 1 801 ----- Stage 2 822 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 562 800 - - 1318 - Mov Cap-2 Maneuver 562 ----- Stage 1 801 ----- Stage 2 818 ----- Approach WB NB SB HCM Ctrl Dly, s/v 11.02 0 0.2 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 607 47 - HCM Lane V/C Ratio - - 0.014 0.004 - HCM Ctrl Dly (s/v) - - 11 7.7 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0 0 - A27� Connell Foley LLP 1085 Raymond Boulevard 19th Floor Newark, NJ 07102 P 973.436.5800 F 973.436.5801 Elnardo J. Webster, II Partner [email protected] 16458697-1 June 18, 2025 Via Hand Delivery and Email Janis I. Nelson, Land Use Administrator East Orange City Hall Department of Policy, Planning and Development Division of Comprehensive Planning 44 City Hall Plaza, Lower Level East Orange, New Jersey 07018 [email protected] Re: Preliminary and Final Site Plan Approval Applicant: 430 William Holdings LLC Property: 418-430 William Street (Block 363, Lots 16, 17, 18 & 19) Dear Ms. Nelson, This firm represents 430 William Holdings LLC, owner/applicant seeking preliminary and final site plan approval for the construction of a multifamily building consisting of one hundred and fifteen (115) units on the above referenced property (the âPropertyâ). Enclosed herein for filing please find: 1. One (1) original and five (5) copies of the City of East Orange Land Use Application & Site Plan Review Checklist; 2. Completed W-9 signed by 430 William Holdings LLC; 3. Certified list of property owners located within 200 feet of the subject Property; 4. Six (6) full-sized sets of signed and sealed civil drawings, prepared by Frank H. Lehr Associates, dated February 13, 2025; 5. Six (6) Stormwater Drainage Calculations, prepared by Frank H. Lehr Associates, revised as of February 19, 2025; 6. Six (6) full-sized sets of signed and sealed architectural drawings, prepared by Taylor Architecture & Design, dated January 10, 2025; 7. Six (6) Trash Generation Calculations, prepared by Taylor Architecture & Design, dated January 15, 2025; 8. Six (6) Surveys, prepared by Pronesti Surveying, Inc., dated May 5, 2023; 9. A check made payable to the City of East Orange $2,125, representing the applicable application fees associated with this filing; � Janis I. Nelson, Land Use Administrator June 18, 2025 Page 2 16458697-1 10. Copy of the Certificate of Formation for 430 William Holdings LLC; 11. Copy of the Deeds for Block 363, Lots 16, 17, 18 and 19; and 12. A digital set of this filing. Kindly confirm receipt and should you have any questions or need additional information, please do not hesitate to contact the undersigned. Very truly yours, Elnardo J. Webster Elnardo J. Webster, II EJW/jml Enclosures c: Alycia Cohen, Director (via email; w/o encls.) 430 William Holdings LLC (via email; w/o encls.) � 1 HEARING: MECHANICAL PARKING TESTIMONY PROJECT: 418-430 WILLIAMS STREET EAST ORANGE, NJ KLAUS PARKING SYSTEMS: TRENDVARIO 6200 + AND SPACE VARIO CP-61 09/26/25 � 2 KLAUS MULTIPARKING: FAMILY OWNED OVER 118 YEARS MAXIMIZING SPACE, VALUE, & EFFICIENCY HISTORY || OVER 835,000 PARKING SPACES WORLDWIDE I HQ - AITRACH, GERMANY (OEM) ⪠Directors, Executive, & Engineering Teams ⪠Manufacturing Facility ⪠Warehouse & Shipping Facilities I 1907 Company Founded I 1964 1st Parking Systems I 1990 Systems Brought To USA ⪠East Coast | West Coast | Florida ⪠Over 35 Years in USA - Turnkey installations through our local Dealers and Sales Agents. I 2017 $12,000,000. Investment ⪠HQ â Germany OEM Facilities Expansion I 2020 USA National Subsidiary Est. ⪠HQ â New Jersey / KLAUS Multiparking America Inc.� 3 TRENDVARIO 6200+ SYSTEMS SEMI-AUTOMATIC WITH FULL-HEIGHT DOORS SELF-PARK OPERATION BY USERS / RESIDENTS TRENDVARIO 6200+ SYSTEMS� 4 TRENDVARIO 6200+ PROJECT: 418-430 WILLIAMS STREET EAST ORANGE, NJ PROJ ECT: 6013-6023 BROADWAY AVENUE WEST NEW YORK, NEW JERSEY PROJECT SYSTEMS: TRENDVARIO 6200+ I PROJECT PARKING SYSTEMS Semi-Automatic âPuzzleâ Parking Systems ⪠Total Mechanical Parking Spaces = 54 ⪠Total Systems = 4 ⪠Platforms ⪠Platform Length â All Systems: 212.6 Inches = 17 feet - 8.6 inches Long For vehicles up to 196.9 Inches = 16 feet - 4.9 inches ⪠Platform Width â All Systems: LP 250 = 8 Feet - 2 Inches Wide ⪠Platform Vehicle Load Capacity = 4,400 lbs. ⪠Each System is 2 Levels High / No Pit / Includes Gates ⪠1 Level at Ground Floor ⪠1 Level Above Ground Floor ⪠NOTE: No concrete slabs between levels� 5 TRENDVARIO 6200+: OVERVIEW TRENDVARIO 6200+: OVERVIEW I TWO (2) LEVELS â NO PIT ⪠1 Level at Ground Level ⪠1 Level above Ground Level ⪠Full Height Privacy Doors â Sliding Gates (optional infills) I SELF-PARK OPERATION: By Residents / Users of Systems I EACH PARKING SPACE: Assigned By Property Manager I VEHICLE RETRIEVAL TIME: ⪠30 seconds to 120 seconds ⪠Depends on quantity of spaces I SYSTEMS ⪠Designed, Engineered, & Manufactured in Germany ⪠OEM - KLAUS Multiparking GmbH Above Ground Ground Level� PLAY VIDEO: TRENDVARIO 6200+ OPERATION (2 LEVELS HIGH | NO PIT | TANDEM INSTALLATION) 6� 7 TRENDVARIO: OPERATING FEATURES TRENDVARIO: OPERATING FEATURES SUMMARY I AUTOMATIC FULL-HEIGHT PRIVACY GATES ⪠Platform called by operating system device: â¦..FOB, Remote Control or App ⪠Platform moves to correct position at ground level ⪠Doors then open automatically I PLATFORM MOVEMENT ⪠Always behind closed doors I RE-SET FUNCTION â IF DOOR NOT CLOSED ⪠âRe-Set Buttonâ lets next driver park or retrieve vehicle ⪠Standard feature included with all systems I PARKING SPACE QUANTITY CALCULATIONS ⪠Allow for 1 Empty Space per System per Row ⪠Empty space allows for platform movement� 8 TRENDVARIO: OPERATING FEATURES TRENDVARIO: OPERATING FEATURES SUMMARY I OPERATOR PANEL ⪠Located at Exterior of Systems I VEHICLES UNOCCUPIED ⪠During System Operation / Platform Movement I EACH SYSTEM ROW ⪠1 Empty Space At Ground Level For Platform Shifting I PRIOR TO PLATFORM MOVEMENT ⪠Driver Closes Door / Gate I GROUND LEVEL PLATFORMS ⪠Shift Horizontally (Electric Operation) I UPPER-LEVEL PLATFORMS ⪠Lifted And Lowered Vertically (Hydraulic Operation)� 9 TRENDVARIO STANDARD - SYSTEM USER CONTROL PANEL AND FOB OPTION AVAILABLE: REMOTE CONTROL TRENDVARIO: USER CONTROL PANEL / FOB SMARTCHIP â Standard Control Panel with Emergency Stop ⪠For selecting desired parking space ⪠Large Screen / Full Color SMARTCHIP / FOB ⪠Includes 2 Per Parking Space / Platform ⪠On-Site Programmable by Property / Owner ⪠Parking Changes - Quick and easy by building personnel ⪠In field teachable NFC NTAG â Type 2� 10 TRENDVARIO: FULL HEIGHT ELECTRIC DOORS-SLIDING GATES TRENDVARIO: FULL HEIGHT DOORS / GATES I PRIVACY ENTRANCE GATES ⪠Safety Features ⪠Status Light System - ⪠Light âMotionâ Barrier: Stops door movement if someone enters system while door is opening or closing ⪠Gates ⪠Material - Standard Infill: Perforated aluminum plate filling ⪠Additional material options available ⪠Electrically operated ⪠Platform Movement ⪠ALWAYS behind closed gates� 11 TRENDVARIO EMERGENCY ACCESS / FIRE DEPT. LOCK AND KEY â OPTION AVAILABLE TRENDVARIO: EMERGENCY ACCESS Fire Dept.- Designated Key Lock Exterior of Door Manual Override Lever Inside System at Door - Red in photo above Fire Dept. - Designated Triangular Wrench Key Exterior of Door � 12 TRENDVARIO 6200+ PLATFORMS TRENDVARIO 6200+: PLATFORMS ⪠Continuous Platforms ⪠Platform Widths â Additional sizes available ⪠Wheel Stop ⪠Tilt Sensors â Installed on Upper-Level Platforms ⪠Side Rails â Driver guidance for entering and positioning on the platform ⪠Platform Vehicle Load Capacity â 4,400 lbs. per parking space = Standard / Option maximum 6,600 lbs. ⪠Drainage â Water, Snow, Liquids: Slope with Water Collection Channel ⪠Liquids drain to the sides of the platform to channels ⪠Then drainage is to the rear of the platform to prevent dripping on below cars� 13 ELECTRIC VEHICLE CHARGING INTEGRATION OPTION AVAILABLE TRENDVARIO: ELECTRIC VEHICLE CHARGING INTEGRATION ELECTRIC VEHICLE CHARGING ⪠Customer-provided wall boxes can be integrated with our parking platforms when equipped with the KLAUS E-Plug In charging solution. ⪠Electric Vehicle Chargers ⪠Can be mounted directly on the platform ⪠Move together with the vehicle for seamless charging access KLAUS âE-PLUG INâ CHARGING STAND� 14 TRENDVARIO: ELECTRICAL TRENDVARIO: ELECTRICAL I SERVICE TO TRENDVARIO SYSTEM ⪠Owner Provided - Supply Cable to Master Switch: Supply cable min. 4 x AWG 10 (3PH+PE) to switch cabinet with pre-fuse 3 x 25 A (time-lag) or circuit breaker 3 x 25 A (trip characteristic J) ⪠Disconnect Switch Connects to KLAUS provided System Control Cabinet I HYDRAULIC UNIT ⪠Hydraulic Unit: 4.0 kW, three-phase current, motor / Low noise, mounted on a console with rubber-bonded-to metal mountings ⪠Power: 120/208V, 60 HZ, 3PH ⪠Power Usage: Typically uses approx. 5 amps ⪠Maximum power draw at peak use times: Approx. 25 amps I SOFTWARE ⪠System driven by a Programmable Logic Controller (PLC) included with system ⪠Client does not manage the PLC software� 15 TRENDVARIO: ELECTRICAL TRENDVARIO: ELECTRICAL I EMERGENCY GENERATOR ⪠Not required by KLAUS ⪠Power Ooutage ⪠Building Owner may, at its option, connect the TrendVario systems to the building emergency generator as a back-up ⪠208V, 3 phase I SYSTEM MODULES ⪠If one section of the system is down due to a malfunction the remaining system modules would still be operational ⪠By German Law and Machinery Directive we are required to have 98% run time over their lifetime ⪠Downtime: Typically, due to user damage to systems or a power outage by Utility Company� 16 TRENDVARIO 6200+: FIRE PROTECTION TRENDVARIO 6200+: FIRE PROTECTION I FIRE PROTECTION â RESPONSIBILITY OF OWNER/ GENERAL CONTRACTOR ⢠All fire protection systems, components, and related items are furnished and installed by the General Contractor, as specified by the Architect and/or Fire Protection Engineer. ⢠The Owner is responsible for ensuring compliance with all applicable fire protection codes and standards, including those related to EV charging equipment and fire prevention measures. ⢠KLAUS Multiparking systems will be coordinated with the Ownerâs Fire Protection Engineer and/or Architect. The General Contractor is responsible for confirming proper installation and integration. I SPRINKLERS & WATER PIPES ⪠At Rear Of Systems â Typically sufficient space for sprinkler installation due to system design ⪠âFree Spaceâ - Hatched areas (lines at corners at top of drawing) typically allow additional space for fire protection� TRENDVARIO 6200+: SAMPLE SIGNAGE 17� 18 REFERENCES - TRENDVARIO TRENDVARIO: REFERENCES - SYSTEM INSTALLATIONS I 139 Christopher Columbus Drive, Jersey City, NJ ⪠Qty. 45 Parking Spaces - 4 Systems | TrendVario 6300 ⪠EV Charging ⪠Platform Capacity = 5720 lbs. for EV Charging I 4901 Bergenline Avenue, West New York, NJ ⪠Qty. 74 Parking Spaces | TrendVario 6300 I Similar Installations In New Jersey (Previous Generation Models) ⪠220 Ninth Street, Jersey City, NJ ⢠TrendVario Systems and two (2) High Stacker Systems. ⢠Swift & Co. Building - development by SILVERMAN ⪠127 Summit Avenue, Summit, NJ ⢠Qty. 41 Parking Spaces | Combination Tandem Systems ⢠TrendVario 4300 â 3 High / With Pit and TrendVario 4000 â 2 High / No Pit I The Dewitt Apartments, Salt Lake City, Utah ⪠Qty. 142 Parking Spaces 220 Ninth St., Jersey City, NJ� 19 SPACEVARIO CP-61 2 LEVEL STACKER / NO PIT VALET OPERATION SPACEVARIO CP-61� 20 SPACEVARIO CP-61 PROJECT: 418-430 WILLIAMS STREET EAST ORANGE, NJ PROJ ECT: 6013-6023 BROADWAY AVENUE WEST NEW YORK, NEW JERSEY PROJECT SYSTEMS: SPACEVARIO CP-61 I PROJECT PARKING SYSTEMS ⪠Total Parking Spaces = 54 ⪠Total Dependent Stacker Systems = 27 ⪠Platforms ⪠Platform Length â All Systems: 204.7 Inches = 17 feet - 0.7 inches Long For vehicles up to 196.9 Inches= 16 feet-4.9 Inches ⪠Platform Width â All Systems: LP 240 = 7 Feet - 10 Inches Wide ⪠Platform Vehicle Load Capacity = 6,000 lbs. ⪠Each System is 2 Levels High / No Pit / Open ⪠1 Level at Ground Floor ⪠1 Level Above Ground Floor - Platform ⪠NOTE: No concrete slabs between levels� PLAY VIDEO: OPERATION - STACKERS (PARKERS) / 2 LEVELS HIGH | NO PIT 21� 22 2 HIGH STACKER / NO PIT: PROJECT MIXED-USE INSTALLATION IN NEW JERSEY 2 HIGH STACKER / NO PIT� 23 VALET PARKING INSTALLATION 2 HIGH STACKERS / NO PIT 2 HIGH STACKERS / NO PIT� 24 2 HIGH STACKER / NO PIT 2 HIGH STACKER / NO PIT I SYSTEM OPERATION - OVERVIEW ⪠Electrical Key Switch: Controls the raising or lowering of the platform as well as the engagement of the electro-mechanical interlocks. ⪠Locks are in place every 2 inches (2â) ⪠Hydraulic Interlock: ⪠The system is controlled by a hydraulic interlock that controls the rate of the platforms descent. ⪠The velocity is approximately: 4 inches per second ⪠Platform interlocks are not physically able to be manipulated or interfered with. Emergency Stop Button (RED) Electrical Key Switch� 25 2 HIGH STACKER / NO PIT 2 HIGH STACKER / NO PIT I SYSTEM OPERATION ⪠The system is operated by a key switch. ⪠The operator must at all times engage the Electrical Key Switch in order for the system to function. ⪠Lowering or raising the platform is performed at each system. ⪠The operator maintains visual contact with the platform at all times and ensures that the platform is operated safely. ⪠During operation if the operator fails to maintain the electrical key switch in the âraiseâ or âlowerâ position - the platform stops. ⪠The platform maintains its position until the operator resumes storage or retrieval of the vehicle. ⪠Emergency stop button on control operating element ⪠Ground level vehicles must be moved prior to lowering platform above ⪠System Interlocks � 26 SPACE VARIO CP61 - 2 HIGH STACKER / NO PIT PLATFORMS 2 HIGH STACKER / NO PIT: PLATFORMS ⪠Side Rails ⪠Continuous Platforms ⪠Drainage â Water, Snow, Liquids: Slope with Water Collection Channel ⪠Liquids drain to the sides of the platform to channels ⪠Then drainage is to the rear of the platform to prevent dripping on below cars� 27 SPACE VARIO CP61: ELECTRICAL SPACE VARIO CP61: ELECTRICAL I EMERGENCY GENERATOR ⪠Not required by KLAUS Multiparking America ⪠Power Outage ⪠Building Owner may, at its option, connect the systems to the building emergency generator as a back-up. I SYSTEMS ⪠If one section of the systems operated by a particular Hydraulic Power Unit is down -- due to a malfunction, etc. -- the remaining systems would still be operational. ⪠Downtime is typically due to: (1) User damage to systems OR (2) A power outage by Utility Company� 28 SPACEVARIO CP-61: FIRE PROTECTION SPACEVARIO CP-61: FIRE PROTECTION I FIRE PROTECTION â RESPONSIBILITY OF OWNER/ GENERAL CONTRACTOR ⢠All fire protection systems, components, and related items are furnished and installed by the General Contractor, as specified by the Architect and/or Fire Protection Engineer. ⢠The Owner is responsible for ensuring compliance with all applicable fire protection codes and standards, including those related to EV charging equipment and fire prevention measures. ⢠KLAUS Multiparking systems will be coordinated with the Ownerâs Fire Protection Engineer and/or Architect. The General Contractor is responsible for confirming proper installation and integration. I SPRINKLERS & WATER PIPES ⪠At Rear Of Systems â Typically sufficient space for sprinkler installation due to system design ⪠âFree Spaceâ - Hatched areas (lines at corners at top of drawing) typically allow additional space for fire protection� 29 2 HIGH STACKER: EXAMPLES SYSTEM INSTALLATIONS 2 HIGH STACKER: SYSTEM INSTALLATIONS (EXAMPLES) I OVER 10,000+ PARKING SPACES INSTALLED IN FLORIDA ALONE Project Name Qty of Spaces All Aboard OB2 and OB3, Mixed-Use 463 The Cube 67 CHI Kendall, Medical Office 23 Sabbia Beach, Hotel 44 Crespi Apartments 10 Buena Vista Lofts 7 Lennox Hotel 4 The Cube 66 The Bristol, Condo 5 The Ritz Carlton, Condo 146 The Fairchild 24 3550 South Ocean 25 Palomar Hotel 28 The Henry 2 The Plaza 29 ALL Aboard OB1, Mixed-Use 116 Admirals Cove, Country Club 29� 30 SERVICE AND MAINTENANCE SOFTWARE SERVICE AND MAINTENANCE SOFTWARE THE KLAUS STANDARD ⪠Exclusive service software created by KLAUS Multiparking ⪠24 / 7 access by our local service and maintenance technicians ⪠Parts - Original Equipment Manufacturer (OEM) � 31 WARRANTIES | MAINTENANCE | SERVICE | TRAINING POST INSTALLATION SERVICES: WARRANTIES | MAINTENANCE | SERVICE | TRAINING I WARRANTIES â INCLUDES PARTS AND LABOR ⪠One (1) Year Included: Industry Standard ⪠Preventative Maintenance: Included in initial 1 year warranty ⪠Extended Maintenance / Emergency Service Agreements: Provided after initial one (1) year warranty period I LOCAL INSTALLATION AND SERVICE TEAMS ⪠Preventative Maintenance: KLAUS recommends, at a minimum, at Spring and Fall for changes in seasons ⪠Emergency Service Call Response Time: 1 - 3 hours (depending on weather, traffic, project location, etc.) I SYSTEM USER TRAINING â PROVIDED BY KLAUS ⪠Project Personnel ⪠System Users ⪠Municipal Inspectors / Departments, if requested� KLAUS Multiparking America Inc. â Donna Wagener / Author â 9 Schalks Crossing Rd. Suite 724 Plainsboro, NJ 08536 P: +1 (646) 244-4491 E: [email protected] W: us.multiparking.com�